Post on 06-Feb-2016
description
PERHITUNGAN STRUKTUR
RUMAH TINGGAL
TOMANG, JAKARTA BARAT
April 2015
1
1. Outline Bangunan
1. Nama Proyek
Rumah Tinggal 3 Lantai
2. Perencana Struktur Ir. Mulyana , SIPTB No : 0238/P/K-A/DPPB/I-2014
3. Lokasi Site : Jl. Pulo Macan, Tomang, Jakarta Barat
4. Peruntukan
Rumah Tinggal
5. Dimensi
Luas Gedung : 5.5 x 14 m2
2
2. Kriteria Disain dan Spesifikasi
1 Standar Disain
- ACI-318 – 2002- AISC LRFD 2003- Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung
( SNI 03-1729-2002 )- Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung
( SNI 03-2847-2002 )
2 Program Komputer
- Software yang digunakan : StaadPro 2007 ( Research Engineers International / Bentley )
3 Spesifikasi Material
- Beton Fc’ = 25 MPa
- Baja Tulangan
Mutu Baja Tegangan Leleh PenggunaanBJTD-40 Fy = 4000 kg/cm2 Struktur utama
- Baja Profil
Mutu Baja Tegangan Leleh PenggunaanSS-400 Fy = 2400 kg/cm2 Struktur utama
3
ISOMETRIK BANGUNAN
4
PEMBEBANAN
BEBAN MATIBeban Atap (Rafter)Atap Seng = 0.10 kN/m2Gording = 0.05 kN/m2 Total = 0.15 kN/m2
Beban Plafon = 0.15 kN/m
BEBAN HIDUPBeban Hidup Atap (Air hujan) = 0.20 kN/m2
BEBAN ANGINTekanan Angin = 0.25 kN/m2
ANALISIS STRUKTUR
Struktur bangunan gedung dimodelkan sebagai portal 3 dimensi, dimana beban-beban yang berasal dari atap diterima oleh portal baja (kolom dan rafter). Sedangkan untuk membuat struktur mempunyai kekuatan pada sumbu minor kolom, maka tiap kuda-kuda dihubungkan oleh ring beam disamping kekuatan tambahan oleh struktur gording.
Profil yang digunakan :
Kolom : K1 = 15 x 20K2 = 15 x 15
Balok : B = 15 x 20
Ring Balok : RB = 15 x 20RB = 15 x 20
5
PENOMORAN JOINT
PENOMORAN BALOK / KOLOM
6
Beban Mati
Beban Hidup
7
Beban Angin (Dari Kiri)
Beban Angin (Dari Kanan)
8
INPUT DATA - STAADPRO
STAAD SPACE DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXFSTART JOB INFORMATIONENGINEER DATE 04-Apr-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 693534 0.000269621 89868.9; 2 693534 3.00027 89868.9;3 693534 0.000269621 89865.9; 4 693534 3.00027 89865.9;5 693534 0.000269621 89858.6; 6 693534 3.00027 89858.6;7 693534 0.000269621 89857.1; 8 693534 3.00027 89857.1;9 693536 0.000269621 89868.9; 10 693536 3.00027 89868.9;11 693536 0.000269621 89865.9; 12 693536 3.00027 89865.9;13 693536 0.000269621 89860.9; 14 693536 3.00027 89860.9;15 693539 0.000269621 89868.2; 16 693539 3.00027 89868.2;17 693539 0.000269621 89865.9; 18 693539 3.00027 89865.9;19 693539 0.000269621 89860.9; 20 693539 3.00027 89860.9;21 693535 0.000269621 89858.6; 22 693535 3.00027 89858.6;23 693535 0.000269621 89857.1; 24 693535 3.00027 89857.1;25 693539 0.000269621 89858.6; 26 693539 3.00027 89858.6;27 693539 0.000269621 89857.1; 28 693539 3.00027 89857.1;29 693536 3.00027 89868.2; 30 693537 3.00027 89860.9;31 693537 0.000269621 89858.6; 32 693537 3.00027 89858.6;33 693536 3.00027 89857.1; 34 693537 3.00027 89857.1;35 693536 0.000269621 89868.2; 36 693536 0.000269621 89863.4;37 693536 3.00027 89863.4; 38 693539 0.000269621 89863.4;39 693539 3.00027 89863.4; 40 693536 0.000269621 89862.4;41 693536 3.00027 89862.4; 42 693534 0.000269621 89862.4;43 693534 3.00027 89862.4; 44 693537 3.00027 89863.4;45 693537 0.000269621 89860.9; 46 693537 0.000269621 89863.4;47 693536 0.000269621 89858.6; 48 693536 3.00027 89858.6;49 693536 0.000269621 89857.1; 50 693537 0.000269621 89857.1;51 693535 0.000269621 89857.9; 52 693535 3.00027 89857.9;53 693536 0.000269621 89857.9; 54 693536 3.00027 89857.9;55 693534 6.00027 89868.9; 56 693534 6.00027 89865.9;57 693534 6.00027 89858.6; 58 693534 6.00027 89857.1;59 693536 6.00027 89868.9; 60 693536 6.00027 89865.9;61 693536 6.00027 89860.9; 62 693539 6.00027 89868.2;63 693539 6.00027 89865.9; 64 693539 6.00027 89860.9;65 693535 6.00027 89858.6; 66 693535 6.00027 89857.1;67 693539 6.00027 89858.6; 68 693539 6.00027 89857.1;69 693536 6.00027 89868.2; 70 693537 6.00027 89860.9;71 693537 6.00027 89858.6; 72 693536 6.00027 89857.1;73 693537 6.00027 89857.1; 74 693536 6.00027 89863.4;75 693539 6.00027 89863.4; 76 693536 6.00027 89862.4;77 693534 6.00027 89862.4; 78 693537 6.00027 89863.4;79 693536 6.00027 89858.6; 80 693535 6.00027 89857.9;81 693536 6.00027 89857.9; 82 693534 9.00027 89868.9;84 693534 9.00027 89860.1; 85 693539 9.00027 89860.1;86 693534 9.00027 89858.6; 87 693539 9.00027 89858.6;88 693534 9.00027 89857.1; 89 693539 9.00027 89857.1;90 693536 9.00027 89858.6; 91 693536 9.00027 89860.1;94 693539 9.00027 89868.2; 95 693534 6.00027 89860.1;96 693536 6.00027 89860.1; 97 693539 6.00027 89860.1;98 693536 9.00027 89868.9; 99 693534 9.00027 89865.9;100 693534 9.00027 89862.4; 101 693536 9.00027 89857.1;102 693539 9.00027 89865.9; 103 693539 9.00027 89863.4;106 693534 9.30027 89858.6; 108 693534 9.30027 89868.9;114 693534 11.0003 89863.7; 116 693534 9.30027 89862.4;118 693534 9.86694 89860.3; 119 693534 10.4336 89862;120 693534 9.30027 89860.6; 121 693534 9.30027 89865.1;122 693534 9.86771 89867.1; 123 693534 10.4328 89865.4;124 693534 9.30027 89866.9; 125 693534 9.00027 89860.6;126 693534 9.00027 89865.1; 127 693534 9.00027 89866.9;128 693535 9.30027 89858.6; 129 693535 9.30027 89868.9;130 693535 11.0003 89863.7; 131 693535 9.30027 89862.4;
9
132 693535 9.86694 89860.3; 133 693535 10.4336 89862;134 693535 9.30027 89860.6; 135 693535 9.30027 89865.1;136 693535 9.86771 89867.1; 137 693535 10.4328 89865.4;138 693535 9.30027 89866.9; 139 693536 9.30027 89858.6;140 693536 9.30027 89868.9; 141 693536 11.0003 89863.7;142 693536 9.30027 89862.4; 143 693536 9.86694 89860.3;144 693536 10.4336 89862; 145 693536 9.30027 89860.6;146 693536 9.30027 89865.1; 147 693536 9.86771 89867.1;148 693536 10.4328 89865.4; 149 693536 9.30027 89866.9;150 693537 9.30027 89858.6; 151 693537 9.30027 89868.9;152 693537 11.0003 89863.7; 153 693537 9.30027 89862.4;154 693537 9.86694 89860.3; 155 693537 10.4336 89862;156 693537 9.30027 89860.6; 157 693537 9.30027 89865.1;158 693537 9.86771 89867.1; 159 693537 10.4328 89865.4;160 693537 9.30027 89866.9; 161 693538 9.30027 89858.6;162 693538 9.30027 89868.9; 163 693538 11.0003 89863.7;164 693538 9.30027 89862.4; 165 693538 9.86694 89860.3;166 693538 10.4336 89862; 167 693538 9.30027 89860.6;168 693538 9.30027 89865.1; 169 693538 9.86771 89867.1;170 693538 10.4328 89865.4; 171 693538 9.30027 89866.9;172 693539 9.30027 89858.6; 173 693539 9.30027 89868.9;174 693539 11.0003 89863.7; 175 693539 9.30027 89862.4;176 693539 9.86694 89860.3; 177 693539 10.4336 89862;178 693539 9.30027 89860.6; 179 693539 9.30027 89865.1;180 693539 9.86771 89867.1; 181 693539 10.4328 89865.4;182 693539 9.30027 89866.9; 183 693539 9.00027 89860.6;184 693539 9.00027 89862.4; 185 693539 9.00027 89865.1;186 693539 9.00027 89866.9; 187 693539 9.30027 89868.2;188 693535 9.00027 89868.9; 189 693536 9.00027 89868.9;192 693535 9.00027 89858.6; 193 693536 9.00027 89858.6;194 693537 9.00027 89858.6; 195 693538 9.00027 89858.6;196 693536 9.00027 89868.2; 197 693537 9.00027 89868.2;198 693538 9.00027 89868.2; 199 693538 9.30027 89868.2; 200 693537 9.3 89868.2;203 693539 9.00027 89868.9; 204 693537 3 89862; 205 693537 6 89862;206 693537 9 89864;MEMBER INCIDENCES1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18;10 19 20; 11 21 22; 12 23 24; 13 25 26; 14 27 28; 15 8 6; 16 4 2; 17 2 10;18 29 16; 19 16 18; 20 20 26; 21 26 28; 22 24 8; 23 22 6; 24 30 14; 25 31 32;26 33 34; 27 34 28; 28 26 32; 29 4 12; 30 12 18; 31 35 29; 32 29 10; 33 36 37;34 38 39; 35 40 41; 36 42 43; 37 44 39; 38 37 41; 39 41 43; 40 29 12; 41 12 37;42 41 14; 43 4 43; 44 43 6; 45 18 39; 46 39 20; 47 45 30; 48 30 20; 49 46 44;50 30 44; 51 47 48; 52 49 33; 53 14 48; 54 48 54; 55 30 32; 56 50 34; 57 32 34;58 48 32; 59 24 33; 60 22 48; 61 24 52; 62 51 52; 63 53 54; 64 52 54; 65 44 37;66 2 55; 67 4 56; 68 6 57; 69 8 58; 70 10 59; 71 12 60; 72 14 61; 73 16 62;74 18 63; 75 20 64; 76 22 65; 77 24 66; 78 26 67; 79 28 68; 80 58 57; 81 56 55;82 55 59; 83 69 62; 84 62 63; 85 64 97; 86 67 68; 87 66 58; 88 65 57; 89 70 61;90 32 71; 91 72 73; 92 73 68; 93 67 71; 94 56 60; 95 60 63; 96 29 69; 97 69 59;98 37 74; 99 39 75; 100 41 76; 101 43 77; 102 78 75; 103 74 76; 104 76 77;105 69 60; 106 60 74; 107 76 61; 108 56 77; 109 77 95; 110 63 75; 111 75 64;112 30 70; 113 70 64; 114 44 78; 115 70 78; 116 48 79; 117 33 72; 118 61 96;119 79 81; 120 70 71; 121 34 73; 122 71 73; 123 79 71; 124 66 72; 125 65 79;126 66 80; 127 52 80; 128 54 81; 129 80 81; 130 78 74; 131 82 188; 132 84 91;133 86 192; 134 88 101; 135 88 86; 136 89 87; 137 90 91; 141 55 82; 142 62 94;143 95 84; 144 96 91; 145 97 85; 146 67 87; 147 79 90; 148 57 86; 149 68 89;150 58 88; 151 59 98; 152 56 99; 153 77 100; 154 72 101; 155 63 102;156 75 103; 157 52 22; 158 54 33; 159 80 65; 160 81 72; 161 84 125; 162 85 183;163 86 84; 164 87 85; 165 90 194; 166 91 85; 168 95 57; 169 96 79; 170 97 67;172 99 127; 173 100 126; 174 101 89; 175 102 186; 176 103 185; 180 106 118;181 114 123; 182 120 106; 184 124 121; 185 116 121; 186 118 119; 187 119 114;188 114 116; 189 116 119; 190 120 116; 191 119 120; 192 120 118; 194 122 108;195 123 122; 196 124 108; 197 114 121; 198 121 123; 199 123 124; 200 124 122;201 86 106; 203 100 116; 204 125 100; 205 125 120; 206 126 99; 207 126 121;208 127 82; 209 127 124; 210 82 108; 211 128 132; 212 130 137; 213 134 128;214 138 135; 215 131 135; 216 132 133; 217 133 130; 218 130 131; 219 131 133;220 134 131; 221 133 134; 222 134 132; 223 136 129; 224 137 136; 225 138 129;226 130 135; 227 135 137; 228 137 138; 229 138 136; 230 139 143; 231 141 148;232 145 139; 233 149 146; 234 142 146; 235 143 144; 236 144 141; 237 141 142;238 142 144; 239 145 142; 240 144 145; 241 145 143; 242 147 140; 243 148 147;
10
244 149 140; 245 141 146; 246 146 148; 247 148 149; 248 149 147; 249 150 154;250 152 159; 251 156 150; 252 160 157; 253 153 157; 254 154 155; 255 155 152;256 152 153; 257 153 155; 258 156 153; 259 155 156; 260 156 154; 261 158 151;262 159 158; 263 160 200; 264 152 157; 265 157 159; 266 159 160; 267 160 158;268 161 165; 269 163 170; 270 167 161; 271 171 168; 272 164 168; 273 165 166;274 166 163; 275 163 164; 276 164 166; 277 167 164; 278 166 167; 279 167 165;280 169 162; 281 170 169; 282 171 199; 283 163 168; 284 168 170; 285 170 171;286 171 169; 287 172 176; 288 174 181; 289 178 172; 290 182 179; 291 175 179;292 176 177; 293 177 174; 294 174 175; 295 175 177; 296 178 175; 297 177 178;298 178 176; 299 180 173; 300 181 180; 301 182 187; 302 174 179; 303 179 181;304 181 182; 305 182 180; 306 87 172; 307 183 184; 308 183 178; 309 184 103;310 184 175; 311 185 102; 312 185 179; 313 186 94; 314 186 182; 315 187 173;316 94 187; 317 188 189; 318 188 129; 320 189 140; 322 197 200; 324 198 199;325 192 193; 326 192 128; 328 193 139; 329 194 195; 330 194 150; 331 195 87;332 195 161; 333 69 196; 334 196 197; 335 197 198; 336 198 94; 337 196 98;338 199 162; 339 200 151; 340 98 203; 342 203 94;DEFINE MATERIAL STARTISOTROPIC BETONE 2e+007POISSON 0.2DENSITY 24ALPHA 1e-005DAMP 0.05ISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY AMERICAN66 TO 79 90 96 98 TO 101 112 114 116 117 121 127 128 141 TO 156 201 203 205 -207 209 210 306 308 310 312 314 316 318 320 322 324 326 328 330 332 -333 PRIS YD 0.15 ZD 0.151 TO 65 80 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 -130 TO 137 157 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 -325 329 331 334 TO 337 340 342 PRIS YD 0.2 ZD 0.15MEMBER PROPERTY JAPANESE180 TO 182 184 TO 192 194 TO 200 211 TO 305 315 338 339 TABLE ST C75X40X5CONSTANTSMATERIAL BETON MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 201 203 TO 210 -306 TO 314 316 TO 318 320 322 324 TO 326 328 TO 337 340 342MATERIAL STEEL MEMB 180 TO 182 184 TO 192 194 TO 200 211 TO 305 315 338 339SUPPORTS1 3 5 7 9 11 13 15 17 19 21 23 25 27 31 35 36 38 40 42 45 TO 47 49 TO 51 -53 FIXEDSLAVE RIGID MASTER 206 JOINT 82 84 TO 91 94 98 TO 103 125 TO 127 183 TO 186 -188 189 192 TO 198 203 206SLAVE RIGID MASTER 205 JOINT 55 TO 81 95 TO 97 205SLAVE RIGID MASTER 204 JOINT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 TO 30 32 -33 TO 34 37 39 41 43 44 48 52 54 204LOAD 1 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1 LIST 1 TO 137 141 TO 166 168 TO 170 172 TO 176 180 TO 182 -184 TO 192 194 TO 201 203 TO 318 320 322 324 TO 326 328 TO 340 342MEMBER LOAD180 TO 182 184 TO 187 190 194 TO 196 287 TO 293 296 299 TO 301 -315 UNI PY -0.0825211 TO 217 220 223 TO 225 230 TO 236 239 242 TO 244 249 TO 255 258 -261 TO 263 268 TO 274 277 280 TO 282 338 339 UNI PY -0.16515 TO 23 26 TO 30 32 38 TO 46 48 53 55 57 59 60 80 TO 88 91 TO 94 97 -103 TO 111 113 118 120 122 124 125 168 TO 170 UNI GY -7.5FLOOR LOADYRANGE 3 3 FLOAD -2.88 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 3 3 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GY
11
YRANGE 6 6 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 6 6 FLOAD -2.88 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYMEMBER LOAD17 82 UNI GY -4.3218 83 UNI GY -6.192MEMBER LOAD131 317 340 UNI GY -4.32LOAD 2 LOADTYPE Live REDUCIBLE TITLE LLMEMBER LOAD180 181 186 187 194 195 287 288 292 293 299 300 UNI PY 0.11211 212 216 217 223 224 230 231 235 236 242 243 249 250 254 255 261 262 268 -269 273 274 280 281 UNI PY 0.22FLOOR LOADYRANGE 3 3 FLOAD -2 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 3 3 FLOAD -2 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 3 3 FLOAD -2 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYYRANGE 6 6 FLOAD -2 XRANGE 693534 693535 ZRANGE 89857.1 89858.6 GYYRANGE 6 6 FLOAD -2 XRANGE 693534 693536 ZRANGE 89857.9 89868.9 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693539 ZRANGE 89857.1 89860.9 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693537 ZRANGE 89860.9 89863.4 GYYRANGE 6 6 FLOAD -2 XRANGE 693536 693539 ZRANGE 89863.4 89868.2 GYMEMBER LOAD17 82 131 317 340 UNI GY -318 83 UNI GY -4.3LOAD 3 LOADTYPE Wind TITLE WL KIRIMEMBER LOAD4 69 150 UNI GX 0.1883 68 148 UNI GX 0.66336 101 153 UNI GX 0.9132 67 152 UNI GX 0.8131 66 141 UNI GX 0.37514 79 149 UNI GX 0.09413 78 146 UNI GX 0.23810 75 UNI GX 0.334 99 156 UNI GX 0.3139 74 155 UNI GX 0.38 73 142 UNI GX 0.144LOAD 4 LOADTYPE Wind TITLE WL KANANMEMBER LOAD14 79 149 UNI GX -0.18813 78 146 UNI GX -0.47510 75 UNI GX -0.634 99 156 UNI GX -0.6259 74 155 UNI GX -0.68 73 142 UNI GX -0.2884 69 150 UNI GX -0.0943 68 148 UNI GX -0.33136 101 153 UNI GX -0.4562 67 152 UNI GX -0.4061 66 141 UNI GX -0.188LOAD 5 LOADTYPE Seismic TITLE EQ-XJOINT LOAD206 FX 14.87205 FX 59.9204 FX 37.65LOAD 6 LOADTYPE Seismic TITLE EQ-ZJOINT LOAD206 FZ 14.87205 FZ 59.9204 FZ 37.65LOAD COMB 11 1 DL + 0.3 LL1 1.0 2 0.3 LOAD COMB 12 1.4DL+1.7LL1 1.4 2 1.7 LOAD COMB 13 1.1DL+1.3LL+1.3WL(KIRI)1 1.1 2 1.3 3 1.3
12
LOAD COMB 14 1.1DL+1.3LL+1.3WL(KANAN)1 1.1 2 1.3 4 1.3 LOAD COMB 15 1.1DL+1.3LL+1.4EQ(X)+0.42EQ(Z)1 1.1 2 1.3 5 1.4 6 0.42 LOAD COMB 16 1.1DL+1.3LL+1.4EQ(X)-0.42EQ(Z)1 1.1 2 1.3 5 1.4 6 -0.42 LOAD COMB 17 1.1DL+1.3LL-1.4EQ(X)+0.42EQ(Z)1 1.1 2 1.3 5 -1.4 6 0.42 LOAD COMB 18 1.1DL+1.3LL-1.4EQ(X)-0.42EQ(Z)1 1.1 2 1.3 5 -1.4 6 -0.42 LOAD COMB 19 1.1DL+1.3LL+0.42EQ(X)+1.4EQ(Z)1 1.1 2 1.3 5 0.42 6 1.4 LOAD COMB 20 1.1DL+1.3LL+0.42EQ(X)-1.4EQ(Z)1 1.1 2 1.3 5 0.42 6 -1.4 LOAD COMB 21 1.1DL+1.3LL-0.42EQ(X)+1.4EQ(Z)1 1.1 2 1.3 5 -0.42 6 1.4 LOAD COMB 22 1.1DL+1.3LL-0.42EQ(X)-1.4EQ(Z)1 1.1 2 1.3 5 -0.42 6 -1.4 PERFORM ANALYSISSTART CONCRETE DESIGNCODE ACICLB 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342CLS 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342CLT 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342FC 25000 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342MAXMAIN 16 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 -309 311 313 317 325 329 331 333 TO 337 340 342MINMAIN 12 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 -309 311 313 317 325 329 331 333 TO 337 340 342MINSEC 10 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342TRACK 2 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 -311 313 317 325 329 331 333 TO 337 340 342DESIGN BEAM 15 TO 24 26 TO 30 32 37 TO 46 48 50 53 TO 55 57 TO 61 64 65 80 -81 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 TO 137 157 -158 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 325 329 331 -334 TO 337 340 342DESIGN COLUMN 1 TO 14 25 31 33 TO 36 47 49 51 52 56 62 63 66 TO 79 90 96 98 -99 TO 101 112 114 116 117 121 127 128 141 TO 156 333CONCRETE TAKEEND CONCRETE DESIGNFINISH
13
293. START CONCRETE DESIGN 294. CODE ACI 295. CLB 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 296. 311 313 317 325 329 331 333 TO 337 340 342 297. CLS 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 298. 311 313 317 325 329 331 333 TO 337 340 342 299. CLT 0.03 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 300. 311 313 317 325 329 331 333 TO 337 340 342 301. FC 25000 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 302. 311 313 317 325 329 331 333 TO 337 340 342 303. MAXMAIN 16 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 - 304. 309 311 313 317 325 329 331 333 TO 337 340 342 305. MINMAIN 12 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 - 306. 309 311 313 317 325 329 331 333 TO 337 340 342 307. MINSEC 10 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 308. 311 313 317 325 329 331 333 TO 337 340 342 309. TRACK 2 MEMB 1 TO 137 141 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 - 310. 311 313 317 325 329 331 333 TO 337 340 342 311. DESIGN BEAM 15 TO 24 26 TO 30 32 37 TO 46 48 50 53 TO 55 57 TO 61 64 65 80 - 312. 81 TO 89 91 TO 95 97 102 TO 111 113 115 118 TO 120 122 TO 126 129 TO 137 157 - 313. 158 TO 166 168 TO 170 172 TO 176 204 206 208 307 309 311 313 317 325 329 331 - 314. 334 TO 337 340 342 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 8
===================================================================== BEAM NO. 15 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.40 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.71 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.73 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
14
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 51. 0./ 3. 5/ 12 125. 0./ 28. 0./ 2. 5/ 12 250. 0./ 9. 0./ 0. 5/ 12 375. 6./ 0. 0./ 0. 12/ 4 500. 17./ 0. 1./ 0. 12/ 3 624. 24./ 0. 1./ 0. 12/ 3 749. 26./ 0. 1./ 0. 12/ 6 874. 24./ 0. 1./ 0. 12/ 6 999. 17./ 0. 1./ 0. 12/ 6 1124. 6./ 0. 0./ 0. 12/ 6 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 9
1249. 0./ 9. 0./ 0. 5/ 12 1374. 0./ 28. 0./ 2. 5/ 12 1499. 0./ 51. 0./ 3. 4/ 12
B E A M N O. 15 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 5.60 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 5.62 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
___ 8J____________________ 1498X 150X 200_____________________ 6J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 16 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 3004. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
15
1 46. 2 - 12MM 424. 2455. NO NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 10
|----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.91 KN-MET AT 1502.MM, LOAD 12| | REQD STEEL= 127.MM2, ROW=0.0055, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 979. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.23 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 263.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1899. 3004. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.18 KN-MET AT 3004.MM, LOAD 12| | REQD STEEL= 262.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 278. 0./ 13. 5/ 12 250. 0./ 146. 0./ 7. 5/ 12 501. 0./ 46. 0./ 2. 5/ 12 751. 30./ 0. 2./ 0. 12/ 6 1001. 87./ 0. 5./ 0. 12/ 6 1251. 123./ 0. 6./ 0. 12/ 6 1502. 136./ 0. 7./ 0. 12/ 4 1752. 123./ 0. 6./ 0. 12/ 4 2002. 87./ 0. 5./ 0. 12/ 4 2253. 29./ 0. 2./ 0. 12/ 4 2503. 0./ 46. 0./ 2. 5/ 12 2753. 0./ 146. 0./ 7. 5/ 12 3004. 0./ 277. 0./ 13. 3/ 12
B E A M N O. 16 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 22.92 KNS Vc= 19.02 KNS Vs= 11.55 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 11
AT END SUPPORT - Vu= 22.79 KNS Vc= 19.02 KNS Vs= 11.37 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12
16
NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM
___ 4J____________________ 3003X 150X 200_____________________ 2J____ | | ||======================= ===========================|| | 2No16 H 152.| |0.TO |979 |2No16|H|152.1899.TO 3004 | | 19*10c/c 77 | | | | | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 424.TO 2455 | | | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 17 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 283. 1664. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.88 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 88.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 12
3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
17
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 190. 0./ 9. 5/ 12 169. 0./ 101. 0./ 5. 5/ 12 339. 0./ 31. 0./ 2. 5/ 12 508. 21./ 0. 1./ 0. 12/ 6 677. 61./ 0. 3./ 0. 12/ 6 847. 85./ 0. 4./ 0. 12/ 6 1016. 94./ 0. 5./ 0. 12/ 6 1185. 85./ 0. 4./ 0. 12/ 4 1355. 61./ 0. 3./ 0. 12/ 4 1524. 21./ 0. 1./ 0. 12/ 4 1693. 0./ 31. 0./ 2. 5/ 12 1863. 0./ 101. 0./ 5. 5/ 12 2032. 0./ 190. 0./ 9. 6/ 12
B E A M N O. 17 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 13
___ 2J____________________ 2032X 150X 200_____________________ 10J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | 2No12 H 46.|283.TO 1664 | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 18 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END
18
_____________________________________________________________________
1 48. 2 - 16MM 316. 2556. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.04 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 259.MM2, ROW=0.0114, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.27 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.33 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 14
0. 0./********* 0./ 25. 5/ 12 250. 0./ 297. 0./ 14. 5/ 12 500. 0./ 86. 0./ 4. 5/ 12 749. 58./ 0. 3./ 0. 12/ 4 999. 171./ 0. 9./ 0. 12/ 4 1249. 247./ 0. 12./ 0. 12/ 4 1499. 274./ 0. 13./ 0. 12/ 4 1748. 247./ 0. 12./ 0. 12/ 4 1998. 172./ 0. 9./ 0. 12/ 4 2248. 59./ 0. 3./ 0. 12/ 4 2498. 0./ 86. 0./ 4. 5/ 12 2747. 0./ 297. 0./ 14. 5/ 12 2997. 0./********* 0./ 25. 4/ 12
___ 29J____________________ 2997X 150X 200_____________________ 16J____ | | | | | | | | | 2No16 H 48. 316.TO 2556 | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 19 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
19
LEN - 2305. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 358. 1851. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.93 KN-MET AT 1153.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 743. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 15
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.41 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.42 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 146. 0./ 7. 6/ 12 192. 0./ 79. 0./ 4. 6/ 12 384. 0./ 26. 0./ 1. 6/ 12 576. 16./ 0. 1./ 0. 12/ 5 768. 48./ 0. 3./ 0. 12/ 5 960. 68./ 0. 4./ 0. 12/ 5 1153. 75./ 0. 4./ 0. 12/ 5 1345. 68./ 0. 4./ 0. 12/ 5 1537. 48./ 0. 3./ 0. 12/ 5 1729. 16./ 0. 1./ 0. 12/ 5 1921. 0./ 26. 0./ 1. 6/ 12 2113. 0./ 80. 0./ 4. 6/ 12 2305. 0./ 146. 0./ 7. 5/ 12
B E A M N O. 19 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.08 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
20
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
AT END SUPPORT - Vu= 10.09 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 16
___ 16J____________________ 2305X 150X 200_____________________ 18J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | |2No12|H |46. 358.TO 1851 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 20 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2299. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 357. 1846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.88 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.33 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 136.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.33 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 136.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |
21
|----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 17
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 144. 0./ 7. 5/ 12 192. 0./ 78. 0./ 4. 5/ 12 383. 0./ 25. 0./ 1. 5/ 12 575. 16./ 0. 1./ 0. 12/ 4 766. 47./ 0. 3./ 0. 12/ 4 958. 67./ 0. 4./ 0. 12/ 4 1149. 74./ 0. 4./ 0. 12/ 6 1341. 67./ 0. 4./ 0. 12/ 6 1532. 47./ 0. 3./ 0. 12/ 6 1724. 16./ 0. 1./ 0. 12/ 6 1916. 0./ 25. 0./ 1. 5/ 12 2107. 0./ 78. 0./ 4. 5/ 12 2299. 0./ 144. 0./ 7. 4/ 12
B E A M N O. 20 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.03 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
AT END SUPPORT - Vu= 10.03 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 18
___ 20J____________________ 2298X 150X 200_____________________ 26J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 357.TO 1846 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
=====================================================================
22
BEAM NO. 21 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.47 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.81 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.80 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 19
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 53. 0./ 3. 4/ 12 125. 0./ 29. 0./ 2. 4/ 12 250. 0./ 9. 0./ 1. 4/ 12 375. 6./ 0. 0./ 0. 12/ 5 500. 18./ 0. 1./ 0. 12/ 5 624. 25./ 0. 1./ 0. 12/ 5 749. 27./ 0. 1./ 0. 12/ 5 874. 25./ 0. 1./ 0. 12/ 5 999. 18./ 0. 1./ 0. 12/ 5 1124. 6./ 0. 0./ 0. 12/ 3 1249. 0./ 9. 0./ 1. 6/ 12 1374. 0./ 29. 0./ 2. 6/ 12 1499. 0./ 53. 0./ 3. 5/ 12
B E A M N O. 21 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 5.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.
23
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 5.69 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 20
___ 26J____________________ 1498X 150X 200_____________________ 28J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 22 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.62 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |
24
| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 21
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 22. 0./ 1. 3/ 12 85. 0./ 12. 0./ 1. 3/ 12 169. 0./ 4. 0./ 0. 3/ 12 254. 3./ 0. 0./ 0. 12/ 5 339. 8./ 0. 0./ 0. 12/ 5 423. 10./ 0. 1./ 0. 12/ 6 508. 11./ 0. 1./ 0. 12/ 6 593. 10./ 0. 1./ 0. 12/ 6 677. 8./ 0. 0./ 0. 12/ 6 762. 3./ 0. 0./ 0. 12/ 6 847. 0./ 4. 0./ 0. 3/ 12 931. 0./ 12. 0./ 1. 3/ 12 1016. 0./ 22. 0./ 1. 0/ 12
B E A M N O. 22 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.28 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.28 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 22
___ 24J____________________ 1016X 150X 200_____________________ 8J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
=====================================================================
25
BEAM NO. 23 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.59 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.45 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 23
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 30. 0./ 2. 5/ 12 85. 0./ 16. 0./ 1. 5/ 12 169. 0./ 5. 0./ 0. 5/ 12 254. 4./ 0. 0./ 0. 12/ 4 339. 10./ 0. 1./ 0. 12/ 4 423. 13./ 0. 1./ 0. 12/ 4 508. 14./ 0. 1./ 0. 12/ 4 593. 13./ 0. 1./ 0. 12/ 4 677. 9./ 0. 0./ 0. 12/ 4 762. 3./ 0. 0./ 0. 12/ 4 847. 0./ 5. 0./ 0. 5/ 12 931. 0./ 15. 0./ 1. 5/ 12 1016. 0./ 27. 0./ 1. 4/ 12
B E A M N O. 23 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.97 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1
26
NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.69 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 24
___ 22J____________________ 1016X 150X 200_____________________ 6J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 24 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.25 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |
27
| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 25
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 8. 0./ 0. 4/ 12 80. 0./ 5. 0./ 0. 4/ 12 161. 0./ 2. 0./ 0. 4/ 12 241. 1./ 0. 0./ 0. 12/ 5 322. 3./ 0. 0./ 0. 12/ 5 402. 4./ 0. 0./ 0. 12/ 5 483. 5./ 0. 0./ 0. 12/ 3 563. 4./ 0. 0./ 0. 12/ 3 643. 3./ 0. 0./ 0. 12/ 3 724. 1./ 0. 0./ 0. 12/ 3 804. 0./ 2. 0./ 0. 6/ 12 885. 0./ 5. 0./ 0. 6/ 12 965. 0./ 8. 0./ 0. 5/ 12
B E A M N O. 24 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 26
___ 30J____________________ 965X 150X 200_____________________ 14J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
28
===================================================================== BEAM NO. 26 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.56 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 27
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 20. 0./ 1. 5/ 12 80. 0./ 11. 0./ 1. 5/ 12 161. 0./ 4. 0./ 0. 5/ 12 241. 2./ 0. 0./ 0. 12/ 4 322. 7./ 0. 0./ 0. 12/ 4 402. 9./ 0. 1./ 0. 12/ 6 483. 10./ 0. 1./ 0. 12/ 6 563. 9./ 0. 1./ 0. 12/ 6 643. 7./ 0. 0./ 0. 12/ 6 724. 2./ 0. 0./ 0. 12/ 6 804. 0./ 4. 0./ 0. 3/ 12 885. 0./ 11. 0./ 1. 3/ 12 965. 0./ 20. 0./ 1. 4/ 12
B E A M N O. 26 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.05 KNS Vc= 19.55 KNS Vs= 0.00 KNS
29
Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 3.05 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 28
___ 33J____________________ 965X 150X 200_____________________ 34J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 27 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 2.86 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 2032.MM, LOAD 12|
30
| REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 29
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 106. 0./ 5. 4/ 12 169. 0./ 58. 0./ 3. 4/ 12 339. 0./ 19. 0./ 1. 4/ 12 508. 12./ 0. 1./ 0. 12/ 5 677. 35./ 0. 2./ 0. 12/ 5 847. 49./ 0. 3./ 0. 12/ 6 1016. 54./ 0. 3./ 0. 12/ 6 1185. 49./ 0. 3./ 0. 12/ 6 1355. 35./ 0. 2./ 0. 12/ 6 1524. 12./ 0. 1./ 0. 12/ 6 1693. 0./ 19. 0./ 1. 5/ 12 1863. 0./ 58. 0./ 3. 5/ 12 2032. 0./ 106. 0./ 5. 6/ 12
B E A M N O. 27 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 8.49 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 8.49 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 30
___ 34J____________________ 2032X 150X 200_____________________ 28J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
31
===================================================================== BEAM NO. 28 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.79 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 31
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 138. 0./ 7. 5/ 12 169. 0./ 76. 0./ 4. 5/ 12 339. 0./ 25. 0./ 1. 5/ 12 508. 15./ 0. 1./ 0. 12/ 4 677. 46./ 0. 2./ 0. 12/ 4 847. 65./ 0. 3./ 0. 12/ 4 1016. 72./ 0. 4./ 0. 12/ 4 1185. 65./ 0. 3./ 0. 12/ 4 1355. 46./ 0. 2./ 0. 12/ 4 1524. 15./ 0. 1./ 0. 12/ 4 1693. 0./ 25. 0./ 1. 5/ 12 1863. 0./ 76. 0./ 4. 5/ 12 2032. 0./ 138. 0./ 7. 0/ 12
B E A M N O. 28 D E S I G N R E S U L T S - SHEAR
32
AT START SUPPORT - Vu= 9.88 KNS Vc= 19.05 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 9.88 KNS Vc= 19.05 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 32
___ 26J____________________ 2032X 150X 200_____________________ 32J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 29 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------|
33
| CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 33
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 141. 0./ 7. 5/ 12 169. 0./ 78. 0./ 4. 5/ 12 339. 0./ 26. 0./ 1. 5/ 12 508. 15./ 0. 1./ 0. 12/ 6 677. 47./ 0. 2./ 0. 12/ 6 847. 67./ 0. 4./ 0. 12/ 6 1016. 74./ 0. 4./ 0. 12/ 6 1185. 67./ 0. 4./ 0. 12/ 6 1355. 47./ 0. 2./ 0. 12/ 6 1524. 15./ 0. 1./ 0. 12/ 6 1693. 0./ 26. 0./ 1. 5/ 12 1863. 0./ 78. 0./ 4. 5/ 12 2032. 0./ 141. 0./ 7. 6/ 12
B E A M N O. 29 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 34
___ 4J____________________ 2032X 150X 200_____________________ 12J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
34
===================================================================== BEAM NO. 30 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 315. 2557. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 10.25 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 195.MM2, ROW=0.0084, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 18.75 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 18.81 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 35
0. 0./********* 0./ 19. 5/ 12 250. 0./ 220. 0./ 11. 5/ 12 500. 0./ 71. 0./ 4. 5/ 12 749. 40./ 0. 2./ 0. 12/ 4 999. 128./ 0. 7./ 0. 12/ 4 1249. 187./ 0. 9./ 0. 12/ 4 1499. 208./ 0. 10./ 0. 12/ 4 1748. 188./ 0. 9./ 0. 12/ 3 1998. 129./ 0. 7./ 0. 12/ 3 2248. 41./ 0. 2./ 0. 12/ 3 2498. 0./ 71. 0./ 4. 5/ 12 2747. 0./ 220. 0./ 11. 5/ 12 2997. 0./********* 0./ 19. 4/ 12
___ 12J____________________ 2997X 150X 200_____________________ 18J____ | | | | | | | | | 2No12 H 46. 315.TO 2557 | | ========================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
35
| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 32 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.29 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 36
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.59 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.55 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 11. 0./ 1. 6/ 12 58. 0./ 6. 0./ 0. 6/ 12 116. 0./ 2. 0./ 0. 6/ 12 175. 1./ 0. 0./ 0. 12/ 4 233. 4./ 0. 0./ 0. 12/ 4 291. 5./ 0. 0./ 0. 12/ 5 349. 5./ 0. 0./ 0. 12/ 5 407. 5./ 0. 0./ 0. 12/ 6 466. 3./ 0. 0./ 0. 12/ 6 524. 1./ 0. 0./ 0. 12/ 6 582. 0./ 2. 0./ 0. 3/ 12 640. 0./ 6. 0./ 0. 3/ 12 698. 0./ 10. 0./ 1. 4/ 12
36
B E A M N O. 32 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.88 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 1.81 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 37
___ 29J____________________ 698X 150X 200_____________________ 10J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 37 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.39 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |
37
|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.28 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 38
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 56. 0./ 3. 5/ 12 169. 0./ 29. 0./ 2. 5/ 12 339. 0./ 7. 0./ 0. 5/ 12 508. 9./ 0. 0./ 0. 12/ 4 677. 20./ 0. 1./ 0. 12/ 4 847. 26./ 0. 1./ 0. 12/ 6 1016. 26./ 0. 1./ 0. 12/ 6 1185. 22./ 0. 1./ 0. 12/ 6 1355. 14./ 0. 1./ 0. 12/ 6 1524. 3./ 0. 0./ 0. 12/ 6 1693. 0./ 11. 0./ 1. 5/ 12 1863. 0./ 26. 0./ 1. 5/ 12 2032. 0./ 43. 0./ 2. 4/ 12
B E A M N O. 37 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.36 KNS Vc= 19.16 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 2.27 KNS Vc= 18.94 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 39
___ 44J____________________ 2032X 150X 200_____________________ 39J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 |
38
| | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 38 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1003. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.57 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.50 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 40
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 29. 0./ 2. 6/ 12 84. 0./ 15. 0./ 1. 6/ 12 167. 0./ 5. 0./ 0. 6/ 12 251. 4./ 0. 0./ 0. 12/ 5 334. 10./ 0. 1./ 0. 12/ 5 418. 13./ 0. 1./ 0. 12/ 3 502. 14./ 0. 1./ 0. 12/ 3 585. 13./ 0. 1./ 0. 12/ 3 669. 9./ 0. 1./ 0. 12/ 3 752. 3./ 0. 0./ 0. 12/ 3 836. 0./ 5. 0./ 0. 5/ 12 920. 0./ 15. 0./ 1. 5/ 12
39
1003. 0./ 28. 0./ 2. 5/ 12
B E A M N O. 38 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
AT END SUPPORT - Vu= 3.78 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 41
___ 37J____________________ 1003X 150X 200_____________________ 41J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 39 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |
40
| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 42
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 141. 0./ 7. 6/ 12 169. 0./ 78. 0./ 4. 3/ 12 339. 0./ 26. 0./ 1. 3/ 12 508. 15./ 0. 1./ 0. 12/ 5 677. 47./ 0. 2./ 0. 12/ 5 847. 67./ 0. 4./ 0. 12/ 5 1016. 74./ 0. 4./ 0. 12/ 5 1185. 67./ 0. 4./ 0. 12/ 5 1355. 47./ 0. 2./ 0. 12/ 5 1524. 15./ 0. 1./ 0. 12/ 5 1693. 0./ 26. 0./ 1. 3/ 12 1863. 0./ 78. 0./ 4. 3/ 12 2032. 0./ 141. 0./ 7. 0/ 12
B E A M N O. 39 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 43
___ 41J____________________ 2032X 150X 200_____________________ 43J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo |
41
| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 40 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2305. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 320. 1889. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 5.53 KN-MET AT 1153.MM, LOAD 12| | REQD STEEL= 101.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 743. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.63 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 203.MM2, ROW=0.0088, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.07 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 191.MM2, ROW=0.0083, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 44
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 217. 0./ 11. 6/ 12 192. 0./ 114. 0./ 6. 6/ 12 384. 0./ 35. 0./ 2. 6/ 12 576. 25./ 0. 1./ 0. 12/ 3 768. 70./ 0. 4./ 0. 12/ 3 960. 98./ 0. 5./ 0. 12/ 3 1153. 107./ 0. 6./ 0. 12/ 3 1345. 96./ 0. 5./ 0. 12/ 3 1537. 65./ 0. 3./ 0. 12/ 3 1729. 20./ 0. 1./ 0. 12/ 6 1921. 0./ 38. 0./ 2. 4/ 12
42
2113. 0./ 112. 0./ 6. 4/ 12 2305. 0./ 204. 0./ 10. 3/ 12
B E A M N O. 40 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.61 KNS Vc= 19.13 KNS Vs= 12.35 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
AT END SUPPORT - Vu= 21.52 KNS Vc= 19.08 KNS Vs= 9.61 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 45
___ 29J____________________ 2305X 150X 200_____________________ 12J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | 2No12 H 46.|320.TO 1889 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 41 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2496. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 328. 2064. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.59 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 121.MM2, ROW=0.0052, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 894. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.01 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 236.MM2, ROW=0.0103, ROWMX=0.0194 ROWMN=0.0033 |
43
| MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1497. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.66 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 251.MM2, ROW=0.0110, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 46
Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 249. 0./ 12. 6/ 12 208. 0./ 135. 0./ 7. 6/ 12 416. 0./ 45. 0./ 2. 6/ 12 624. 24./ 0. 1./ 0. 12/ 3 832. 79./ 0. 4./ 0. 12/ 3 1040. 115./ 0. 6./ 0. 12/ 3 1248. 129./ 0. 7./ 0. 12/ 4 1456. 118./ 0. 6./ 0. 12/ 4 1664. 84./ 0. 4./ 0. 12/ 4 1872. 29./ 0. 2./ 0. 12/ 4 2080. 0./ 42. 0./ 2. 6/ 12 2288. 0./ 138. 0./ 7. 6/ 12 2496. 0./ 265. 0./ 13. 0/ 12
B E A M N O. 41 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.89 KNS Vc= 19.14 KNS Vs= 12.70 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
AT END SUPPORT - Vu= 26.31 KNS Vc= 19.21 KNS Vs= 15.87 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 47
___ 12J____________________ 2495X 150X 200_____________________ 37J____ | | ||========================== ==============================|| | 2No16 H 152.| 0.TO 894| 2No16 H|152.1497.TO 2496 | | 16*10c/c 77 | | | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 328.TO 2064 | | | | | | | | ====================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | |
44
| oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 42 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.91 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.63 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.88 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 48
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 69. 0./ 4. 6/ 12 125. 0./ 38. 0./ 2. 6/ 12 250. 0./ 13. 0./ 1. 6/ 12 375. 7./ 0. 0./ 0. 12/ 4 500. 22./ 0. 1./ 0. 12/ 4 624. 32./ 0. 2./ 0. 12/ 0 749. 36./ 0. 2./ 0. 12/ 0 874. 34./ 0. 2./ 0. 12/ 0 999. 25./ 0. 1./ 0. 12/ 0 1124. 10./ 0. 1./ 0. 12/ 0
45
1249. 0./ 12. 0./ 1. 5/ 12 1374. 0./ 39. 0./ 2. 5/ 12 1499. 0./ 74. 0./ 4. 3/ 12
B E A M N O. 42 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.67 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 7.12 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 49
___ 41J____________________ 1498X 150X 200_____________________ 14J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 43 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 3499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 445. 2908. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 9.48 KN-MET AT 1749.MM, LOAD 12| | REQD STEEL= 179.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 412. MM2, MAX. STEEL PERMISSIBLE = 424. MM2
46
MAX NEG MOMENT = 18.24 KN-MET, LOADING 12 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 413. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.29 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 50
0. 0./ 412. 0./ 18. 4/ 12 292. 0./ 207. 0./ 10. 4/ 12 583. 0./ 63. 0./ 3. 4/ 12 875. 42./ 0. 2./ 0. 12/ 5 1166. 122./ 0. 6./ 0. 12/ 5 1458. 173./ 0. 9./ 0. 12/ 5 1749. 191./ 0. 9./ 0. 12/ 5 2041. 173./ 0. 9./ 0. 12/ 5 2333. 122./ 0. 6./ 0. 12/ 5 2624. 42./ 0. 2./ 0. 12/ 5 2916. 0./ 63. 0./ 3. 3/ 12 3207. 0./ 207. 0./ 10. 3/ 12 3499. 0./ 413. 0./ 18. 3/ 12
___ 4J____________________ 3498X 150X 200_____________________ 43J____ | | | | | | | | | 2No12 H 46. 445.TO 2908 | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 44 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 3797. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 445. 3194. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 11.20 KN-MET AT 1899.MM, LOAD 12| | REQD STEEL= 218.MM2, ROW=0.0096, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
47
Cracked Moment of Inertia Iz at above location = 2612.4 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 51
MAX NEG MOMENT = 21.64 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 21.64 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./********* 0./ 22. 6/ 12 316. 0./ 250. 0./ 12. 6/ 12 633. 0./ 74. 0./ 4. 3/ 12 949. 51./ 0. 3./ 0. 12/ 4 1266. 146./ 0. 7./ 0. 12/ 4 1582. 208./ 0. 10./ 0. 12/ 6 1899. 230./ 0. 11./ 0. 12/ 6 2215. 208./ 0. 10./ 0. 12/ 6 2532. 146./ 0. 7./ 0. 12/ 6 2848. 51./ 0. 3./ 0. 12/ 6 3164. 0./ 74. 0./ 4. 3/ 12 3481. 0./ 250. 0./ 12. 3/ 12 3797. 0./********* 0./ 22. 4/ 12
___ 43J____________________ 3797X 150X 200_____________________ 6J____ | | | | | | | | | 2No12 H 46. 445.TO 3194 | | ======================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 52
===================================================================== BEAM NO. 45 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2496. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 382. 2009. NO NO
48
|----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.79 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 87.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 775. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.97 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 168.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1617. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.01 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 169.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 180. 0./ 9. 4/ 12 208. 0./ 97. 0./ 5. 4/ 12 416. 0./ 32. 0./ 2. 4/ 12 624. 19./ 0. 1./ 0. 12/ 0 832. 58./ 0. 3./ 0. 12/ 0 1040. 84./ 0. 4./ 0. 12/ 0 1248. 92./ 0. 5./ 0. 12/ 6 1456. 84./ 0. 4./ 0. 12/ 6 1664. 59./ 0. 3./ 0. 12/ 6 1872. 20./ 0. 1./ 0. 12/ 6 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 53
2080. 0./ 32. 0./ 2. 5/ 12 2288. 0./ 98. 0./ 5. 5/ 12 2496. 0./ 181. 0./ 9. 5/ 12
B E A M N O. 45 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 11.22 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
AT END SUPPORT - Vu= 11.26 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
49
___ 18J____________________ 2495X 150X 200_____________________ 39J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 775 2No12 H 154.1617.TO 2496 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | |2No12|H |46. 382.TO 2009 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 46 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 399. 1999. NO NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 54
|----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.00 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )
50
0. 0./ 117. 0./ 6. 6/ 12 208. 0./ 62. 0./ 3. 6/ 12 417. 0./ 19. 0./ 1. 6/ 12 625. 14./ 0. 1./ 0. 12/ 5 834. 38./ 0. 2./ 0. 12/ 5 1042. 52./ 0. 3./ 0. 12/ 5 1251. 57./ 0. 3./ 0. 12/ 5 1459. 52./ 0. 3./ 0. 12/ 5 1668. 38./ 0. 2./ 0. 12/ 5 1876. 14./ 0. 1./ 0. 12/ 5 2085. 0./ 19. 0./ 1. 2/ 12 2293. 0./ 62. 0./ 3. 2/ 12 2502. 0./ 117. 0./ 6. 3/ 12
B E A M N O. 46 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 9.05 KNS Vc= 18.87 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 55
AT END SUPPORT - Vu= 9.05 KNS Vc= 18.87 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
___ 39J____________________ 2501X 150X 200_____________________ 20J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 48 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------|
51
| CRITICAL POS MOMENT= 2.96 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 56
3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 108. 0./ 6. 0/ 12 169. 0./ 59. 0./ 3. 0/ 12 339. 0./ 19. 0./ 1. 0/ 12 508. 12./ 0. 1./ 0. 12/ 5 677. 36./ 0. 2./ 0. 12/ 5 847. 51./ 0. 3./ 0. 12/ 5 1016. 56./ 0. 3./ 0. 12/ 5 1185. 51./ 0. 3./ 0. 12/ 5 1355. 36./ 0. 2./ 0. 12/ 5 1524. 12./ 0. 1./ 0. 12/ 5 1693. 0./ 19. 0./ 1. 3/ 12 1863. 0./ 59. 0./ 3. 3/ 12 2032. 0./ 108. 0./ 6. 5/ 12
B E A M N O. 48 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 8.60 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 8.60 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 57
52
___ 30J____________________ 2032X 150X 200_____________________ 20J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 50 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 399. 1999. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.22 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.33 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.32 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 58
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
53
( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 44. 0./ 2. 4/ 12 208. 0./ 25. 0./ 1. 4/ 12 417. 0./ 8. 0./ 0. 4/ 12 625. 5./ 0. 0./ 0. 12/ 6 834. 15./ 0. 1./ 0. 12/ 6 1042. 21./ 0. 1./ 0. 12/ 6 1251. 23./ 0. 1./ 0. 12/ 6 1459. 21./ 0. 1./ 0. 12/ 6 1668. 15./ 0. 1./ 0. 12/ 6 1876. 5./ 0. 0./ 0. 12/ 6 2085. 0./ 8. 0./ 0. 3/ 12 2293. 0./ 25. 0./ 1. 3/ 12 2502. 0./ 44. 0./ 2. 6/ 12
B E A M N O. 50 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.21 KNS Vc= 18.84 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
AT END SUPPORT - Vu= 2.18 KNS Vc= 18.83 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 59
___ 30J____________________ 2501X 150X 200_____________________ 44J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 53 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2299. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 340. 1863. NO NO
54
|----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.82 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 87.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.61 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 182.MM2, ROW=0.0079, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.03 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 170.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 60
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 194. 0./ 10. 5/ 12 192. 0./ 101. 0./ 5. 5/ 12 383. 0./ 30. 0./ 2. 5/ 12 575. 23./ 0. 1./ 0. 12/ 6 766. 62./ 0. 3./ 0. 12/ 6 958. 86./ 0. 4./ 0. 12/ 3 1149. 93./ 0. 5./ 0. 12/ 3 1341. 83./ 0. 4./ 0. 12/ 3 1532. 58./ 0. 3./ 0. 12/ 3 1724. 19./ 0. 1./ 0. 12/ 3 1916. 0./ 33. 0./ 2. 5/ 12 2107. 0./ 99. 0./ 5. 5/ 12 2299. 0./ 181. 0./ 9. 6/ 12
B E A M N O. 53 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 21.81 KNS Vc= 19.04 KNS Vs= 10.04 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
AT END SUPPORT - Vu= 11.39 KNS Vc= 19.00 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 61
55
___ 14J____________________ 2298X 150X 200_____________________ 48J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 340.TO 1863 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 54 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.11 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 62
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : -------------------------------
56
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 4/ 12 58. 0./ 2. 0./ 0. 4/ 12 116. 0./ 1. 0./ 0. 4/ 12 175. 0./ 0. 0./ 0. 12/ 5 233. 1./ 0. 0./ 0. 12/ 5 291. 2./ 0. 0./ 0. 12/ 5 349. 2./ 0. 0./ 0. 12/ 5 407. 2./ 0. 0./ 0. 12/ 5 466. 1./ 0. 0./ 0. 12/ 5 524. 1./ 0. 0./ 0. 12/ 5 582. 0./ 1. 0./ 0. 6/ 12 640. 0./ 2. 0./ 0. 6/ 12 698. 0./ 4. 0./ 0. 5/ 12
B E A M N O. 54 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.45 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.50 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 63
___ 48J____________________ 698X 150X 200_____________________ 54J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 55 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2299. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
57
1 46. 2 - 12MM 345. 1858. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.68 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 85.MM2, ROW=0.0037, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.82 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 165.MM2, ROW=0.0072, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.82 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 165.MM2, ROW=0.0072, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 64
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 176. 0./ 9. 6/ 12 192. 0./ 96. 0./ 5. 6/ 12 383. 0./ 31. 0./ 2. 5/ 12 575. 20./ 0. 1./ 0. 12/ 6 766. 57./ 0. 3./ 0. 12/ 6 958. 82./ 0. 4./ 0. 12/ 6 1149. 90./ 0. 5./ 0. 12/ 6 1341. 82./ 0. 4./ 0. 12/ 6 1532. 57./ 0. 3./ 0. 12/ 6 1724. 20./ 0. 1./ 0. 12/ 6 1916. 0./ 31. 0./ 2. 5/ 12 2107. 0./ 96. 0./ 5. 5/ 12 2299. 0./ 176. 0./ 9. 3/ 12
B E A M N O. 55 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 11.27 KNS Vc= 18.99 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
AT END SUPPORT - Vu= 11.27 KNS Vc= 18.99 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
58
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 65
___ 30J____________________ 2298X 150X 200_____________________ 32J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 345.TO 1858 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 57 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.79 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.38 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.36 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 66
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY :
59
------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 64. 0./ 3. 0/ 12 125. 0./ 36. 0./ 2. 0/ 12 250. 0./ 12. 0./ 1. 0/ 12 375. 7./ 0. 0./ 0. 12/ 5 500. 22./ 0. 1./ 0. 12/ 5 624. 31./ 0. 2./ 0. 12/ 5 749. 33./ 0. 2./ 0. 12/ 5 874. 30./ 0. 2./ 0. 12/ 5 999. 21./ 0. 1./ 0. 12/ 5 1124. 7./ 0. 0./ 0. 12/ 5 1249. 0./ 12. 0./ 1. 6/ 12 1374. 0./ 35. 0./ 2. 6/ 12 1499. 0./ 64. 0./ 3. 6/ 12
B E A M N O. 57 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 6.36 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 67
___ 32J____________________ 1498X 150X 200_____________________ 34J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 58 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
60
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.25 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 68
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 8. 0./ 0. 5/ 12 80. 0./ 5. 0./ 0. 5/ 12 161. 0./ 2. 0./ 0. 5/ 12 241. 1./ 0. 0./ 0. 12/ 4 322. 3./ 0. 0./ 0. 12/ 4 402. 4./ 0. 0./ 0. 12/ 4 483. 5./ 0. 0./ 0. 12/ 4 563. 4./ 0. 0./ 0. 12/ 6 643. 3./ 0. 0./ 0. 12/ 6 724. 1./ 0. 0./ 0. 12/ 6 804. 0./ 2. 0./ 0. 3/ 12 885. 0./ 5. 0./ 0. 3/ 12 965. 0./ 8. 0./ 0. 4/ 12
B E A M N O. 58 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
61
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 69
___ 48J____________________ 965X 150X 200_____________________ 32J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 59 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.49 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 70
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
62
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 18. 0./ 1. 4/ 12 85. 0./ 10. 0./ 1. 4/ 12 169. 0./ 3. 0./ 0. 4/ 12 254. 2./ 0. 0./ 0. 12/ 5 339. 6./ 0. 0./ 0. 12/ 5 423. 8./ 0. 0./ 0. 12/ 5 508. 9./ 0. 0./ 0. 12/ 5 593. 8./ 0. 0./ 0. 12/ 5 677. 6./ 0. 0./ 0. 12/ 5 762. 2./ 0. 0./ 0. 12/ 5 847. 0./ 3. 0./ 0. 2/ 12 931. 0./ 10. 0./ 1. 2/ 12 1016. 0./ 18. 0./ 1. 5/ 12
B E A M N O. 59 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 2.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 71
___ 24J____________________ 1016X 150X 200_____________________ 33J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 60 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
63
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.58 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.45 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 72
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 30. 0./ 2. 4/ 12 85. 0./ 16. 0./ 1. 4/ 12 169. 0./ 4. 0./ 0. 4/ 12 254. 4./ 0. 0./ 0. 12/ 5 339. 10./ 0. 1./ 0. 12/ 5 423. 13./ 0. 1./ 0. 12/ 5 508. 14./ 0. 1./ 0. 12/ 5 593. 13./ 0. 1./ 0. 12/ 5 677. 9./ 0. 0./ 0. 12/ 5 762. 3./ 0. 0./ 0. 12/ 5 847. 0./ 5. 0./ 0. 4/ 12 931. 0./ 15. 0./ 1. 4/ 12 1016. 0./ 27. 0./ 1. 5/ 12
B E A M N O. 60 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.96 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
64
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 73
___ 22J____________________ 1016X 150X 200_____________________ 48J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 61 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.10 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 74
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
65
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 6/ 12 67. 0./ 2. 0./ 0. 6/ 12 133. 0./ 1. 0./ 0. 6/ 12 200. 0./ 0. 0./ 0. 12/ 5 267. 1./ 0. 0./ 0. 12/ 5 333. 2./ 0. 0./ 0. 12/ 5 400. 2./ 0. 0./ 0. 12/ 5 467. 2./ 0. 0./ 0. 12/ 5 533. 1./ 0. 0./ 0. 12/ 5 600. 1./ 0. 0./ 0. 12/ 5 667. 0./ 1. 0./ 0. 6/ 12 733. 0./ 2. 0./ 0. 6/ 12 800. 0./ 4. 0./ 0. 6/ 12
B E A M N O. 61 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.48 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 75
___ 24J____________________ 800X 150X 200_____________________ 52J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 64 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END
66
_____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.14 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.25 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.26 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 76
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 5. 0./ 0. 4/ 12 85. 0./ 3. 0./ 0. 4/ 12 169. 0./ 1. 0./ 0. 4/ 12 254. 1./ 0. 0./ 0. 12/ 5 339. 2./ 0. 0./ 0. 12/ 6 423. 2./ 0. 0./ 0. 12/ 6 508. 3./ 0. 0./ 0. 12/ 6 593. 2./ 0. 0./ 0. 12/ 6 677. 2./ 0. 0./ 0. 12/ 6 762. 1./ 0. 0./ 0. 12/ 6 847. 0./ 1. 0./ 0. 4/ 12 931. 0./ 3. 0./ 0. 4/ 12 1016. 0./ 5. 0./ 0. 5/ 12
B E A M N O. 64 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.52 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.55 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.
67
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 77
___ 52J____________________ 1016X 150X 200_____________________ 54J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 65 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.29 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.49 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 78
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
68
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 11. 0./ 1. 4/ 12 80. 0./ 6. 0./ 0. 4/ 12 161. 0./ 2. 0./ 0. 4/ 12 241. 2./ 0. 0./ 0. 12/ 5 322. 4./ 0. 0./ 0. 12/ 5 402. 5./ 0. 0./ 0. 12/ 5 483. 5./ 0. 0./ 0. 12/ 5 563. 5./ 0. 0./ 0. 12/ 5 643. 3./ 0. 0./ 0. 12/ 5 724. 1./ 0. 0./ 0. 12/ 5 804. 0./ 2. 0./ 0. 4/ 12 885. 0./ 5. 0./ 0. 6/ 12 965. 0./ 9. 0./ 0. 5/ 12
B E A M N O. 65 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 79
___ 44J____________________ 965X 150X 200_____________________ 37J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 80 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR
69
(MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.40 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.71 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.73 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 80
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 51. 0./ 3. 5/ 12 125. 0./ 28. 0./ 2. 0/ 12 250. 0./ 9. 0./ 0. 6/ 12 375. 6./ 0. 0./ 0. 12/ 5 500. 17./ 0. 1./ 0. 12/ 5 624. 24./ 0. 1./ 0. 12/ 5 749. 26./ 0. 1./ 0. 12/ 5 874. 24./ 0. 1./ 0. 12/ 5 999. 17./ 0. 1./ 0. 12/ 5 1124. 6./ 0. 0./ 0. 12/ 5 1249. 0./ 9. 0./ 0. 6/ 12 1374. 0./ 28. 0./ 2. 6/ 12 1499. 0./ 51. 0./ 3. 3/ 12
B E A M N O. 80 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 5.60 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 5.62 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1
70
NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 81
___ 58J____________________ 1498X 150X 200_____________________ 57J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 81 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 3004. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 424. 2455. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.91 KN-MET AT 1502.MM, LOAD 12| | REQD STEEL= 127.MM2, ROW=0.0055, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 979. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.23 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 263.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1899. 3004. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 13.18 KN-MET AT 3004.MM, LOAD 12| | REQD STEEL= 262.MM2, ROW=0.0115, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 82
71
Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 278. 0./ 13. 4/ 12 250. 0./ 146. 0./ 7. 4/ 12 501. 0./ 46. 0./ 2. 4/ 12 751. 30./ 0. 2./ 0. 12/ 5 1001. 87./ 0. 5./ 0. 12/ 5 1251. 123./ 0. 6./ 0. 12/ 5 1502. 136./ 0. 7./ 0. 12/ 5 1752. 123./ 0. 6./ 0. 12/ 5 2002. 87./ 0. 5./ 0. 12/ 5 2253. 29./ 0. 2./ 0. 12/ 5 2503. 0./ 46. 0./ 2. 6/ 12 2753. 0./ 146. 0./ 7. 6/ 12 3004. 0./ 277. 0./ 13. 5/ 12
B E A M N O. 81 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 22.92 KNS Vc= 19.02 KNS Vs= 11.55 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM
AT END SUPPORT - Vu= 22.79 KNS Vc= 19.02 KNS Vs= 11.37 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 83
___ 56J____________________ 3003X 150X 200_____________________ 55J____ | | ||======================= ===========================|| | 2No16 H 152.| |0.TO |979 |2No16|H|152.1899.TO 3004 | | 19*10c/c 77 | | | | | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 424.TO 2455 | | | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 82 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS
72
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 283. 1664. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.88 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 88.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.43 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 178.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 84
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 190. 0./ 9. 5/ 12 169. 0./ 101. 0./ 5. 5/ 12 339. 0./ 31. 0./ 2. 5/ 12 508. 21./ 0. 1./ 0. 12/ 6 677. 61./ 0. 3./ 0. 12/ 6 847. 85./ 0. 4./ 0. 12/ 6 1016. 94./ 0. 5./ 0. 12/ 6 1185. 85./ 0. 4./ 0. 12/ 6 1355. 61./ 0. 3./ 0. 12/ 6 1524. 21./ 0. 1./ 0. 12/ 6 1693. 0./ 31. 0./ 2. 3/ 12 1863. 0./ 101. 0./ 5. 3/ 12 2032. 0./ 190. 0./ 9. 4/ 12
B E A M N O. 82 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 23.43 KNS Vc= 19.19 KNS Vs= 12.05 KNS
73
Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 85
___ 55J____________________ 2032X 150X 200_____________________ 59J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | 2No12 H 46.|283.TO 1664 | | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 83 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 48. 2 - 16MM 316. 2556. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 13.04 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 259.MM2, ROW=0.0114, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.27 KN-MET, LOADING 12 ***MEMBER FAILS IN MAX REINFORCEMENT. INCREASE MEMBER SIZE. MAX NEG MOMENT = 25.33 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 86
0. 0./********* 0./ 25. 5/ 12
74
250. 0./ 297. 0./ 14. 5/ 12 500. 0./ 86. 0./ 4. 5/ 12 749. 58./ 0. 3./ 0. 12/ 4 999. 171./ 0. 9./ 0. 12/ 4 1249. 247./ 0. 12./ 0. 12/ 4 1499. 274./ 0. 13./ 0. 12/ 4 1748. 247./ 0. 12./ 0. 12/ 5 1998. 172./ 0. 9./ 0. 12/ 5 2248. 59./ 0. 3./ 0. 12/ 5 2498. 0./ 86. 0./ 4. 6/ 12 2747. 0./ 297. 0./ 14. 6/ 12 2997. 0./********* 0./ 25. 6/ 12
___ 69J____________________ 2997X 150X 200_____________________ 62J____ | | | | | | | | | 2No16 H 48. 316.TO 2556 | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 84 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2305. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 358. 1851. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.93 KN-MET AT 1153.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 743. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 87
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.41 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------|
75
| CRITICAL NEG MOMENT= 7.42 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 137.MM2, ROW=0.0059, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 146. 0./ 7. 6/ 12 192. 0./ 79. 0./ 4. 6/ 12 384. 0./ 26. 0./ 1. 6/ 12 576. 16./ 0. 1./ 0. 12/ 4 768. 48./ 0. 3./ 0. 12/ 4 960. 68./ 0. 4./ 0. 12/ 4 1153. 75./ 0. 4./ 0. 12/ 4 1345. 68./ 0. 4./ 0. 12/ 4 1537. 48./ 0. 3./ 0. 12/ 4 1729. 16./ 0. 1./ 0. 12/ 4 1921. 0./ 26. 0./ 1. 6/ 12 2113. 0./ 80. 0./ 4. 6/ 12 2305. 0./ 146. 0./ 7. 4/ 12
B E A M N O. 84 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.08 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
AT END SUPPORT - Vu= 10.09 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 88
___ 62J____________________ 2305X 150X 200_____________________ 63J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | |2No12|H |46. 358.TO 1851 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
76
===================================================================== BEAM NO. 85 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.38 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.73 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.79 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 89
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 14. 0./ 1. 6/ 12 67. 0./ 8. 0./ 0. 6/ 12 133. 0./ 2. 0./ 0. 6/ 12 200. 2./ 0. 0./ 0. 12/ 5 267. 4./ 0. 0./ 0. 12/ 5 333. 6./ 0. 0./ 0. 12/ 5 400. 7./ 0. 0./ 0. 12/ 5 467. 7./ 0. 0./ 0. 12/ 5 533. 5./ 0. 0./ 0. 12/ 5 600. 2./ 0. 0./ 0. 12/ 5 667. 0./ 2. 0./ 0. 3/ 12 733. 0./ 8. 0./ 0. 3/ 12 800. 0./ 15. 0./ 1. 5/ 12
B E A M N O. 85 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.29 KNS Vc= 19.55 KNS Vs= 0.00 KNS
77
Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 2.42 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 90
___ 64J____________________ 800X 150X 200_____________________ 97J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 86 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.47 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.81 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.80 KN-MET AT 1499.MM, LOAD 12|
78
| REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 91
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 53. 0./ 3. 6/ 12 125. 0./ 29. 0./ 2. 6/ 12 250. 0./ 9. 0./ 1. 6/ 12 375. 6./ 0. 0./ 0. 12/ 5 500. 18./ 0. 1./ 0. 12/ 5 624. 25./ 0. 1./ 0. 12/ 5 749. 27./ 0. 1./ 0. 12/ 5 874. 25./ 0. 1./ 0. 12/ 5 999. 18./ 0. 1./ 0. 12/ 5 1124. 6./ 0. 0./ 0. 12/ 5 1249. 0./ 9. 0./ 1. 4/ 12 1374. 0./ 29. 0./ 2. 4/ 12 1499. 0./ 53. 0./ 3. 5/ 12
B E A M N O. 86 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 5.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 5.69 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 92
___ 67J____________________ 1498X 150X 200_____________________ 68J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
79
===================================================================== BEAM NO. 87 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.62 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.20 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 93
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 22. 0./ 1. 5/ 12 85. 0./ 12. 0./ 1. 5/ 12 169. 0./ 4. 0./ 0. 5/ 12 254. 3./ 0. 0./ 0. 12/ 0 339. 8./ 0. 0./ 0. 12/ 0 423. 10./ 0. 1./ 0. 12/ 4 508. 11./ 0. 1./ 0. 12/ 4 593. 10./ 0. 1./ 0. 12/ 4 677. 8./ 0. 0./ 0. 12/ 4 762. 3./ 0. 0./ 0. 12/ 4 847. 0./ 4. 0./ 0. 5/ 12 931. 0./ 12. 0./ 1. 5/ 12 1016. 0./ 22. 0./ 1. 0/ 12
B E A M N O. 87 D E S I G N R E S U L T S - SHEAR
80
AT START SUPPORT - Vu= 3.28 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.28 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 94
___ 66J____________________ 1016X 150X 200_____________________ 58J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 88 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.59 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------|
81
| CRITICAL NEG MOMENT= 1.45 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 95
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 30. 0./ 2. 5/ 12 85. 0./ 16. 0./ 1. 5/ 12 169. 0./ 5. 0./ 0. 5/ 12 254. 4./ 0. 0./ 0. 12/ 4 339. 10./ 0. 1./ 0. 12/ 4 423. 13./ 0. 1./ 0. 12/ 4 508. 14./ 0. 1./ 0. 12/ 4 593. 13./ 0. 1./ 0. 12/ 4 677. 9./ 0. 0./ 0. 12/ 4 762. 3./ 0. 0./ 0. 12/ 4 847. 0./ 5. 0./ 0. 5/ 12 931. 0./ 15. 0./ 1. 5/ 12 1016. 0./ 27. 0./ 1. 6/ 12
B E A M N O. 88 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.97 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.69 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 96
___ 65J____________________ 1016X 150X 200_____________________ 57J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
82
===================================================================== BEAM NO. 89 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.25 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 97
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 8. 0./ 0. 4/ 12 80. 0./ 5. 0./ 0. 4/ 12 161. 0./ 2. 0./ 0. 4/ 12 241. 1./ 0. 0./ 0. 12/ 5 322. 3./ 0. 0./ 0. 12/ 5 402. 4./ 0. 0./ 0. 12/ 5 483. 5./ 0. 0./ 0. 12/ 5 563. 4./ 0. 0./ 0. 12/ 5 643. 3./ 0. 0./ 0. 12/ 5 724. 1./ 0. 0./ 0. 12/ 5 804. 0./ 2. 0./ 0. 4/ 12 885. 0./ 5. 0./ 0. 4/ 12 965. 0./ 8. 0./ 0. 5/ 12
B E A M N O. 89 D E S I G N R E S U L T S - SHEAR
83
AT START SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 98
___ 70J____________________ 965X 150X 200_____________________ 61J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 91 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.56 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES
84
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.08 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 99
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 20. 0./ 1. 5/ 12 80. 0./ 11. 0./ 1. 5/ 12 161. 0./ 4. 0./ 0. 5/ 12 241. 2./ 0. 0./ 0. 12/ 4 322. 7./ 0. 0./ 0. 12/ 4 402. 9./ 0. 1./ 0. 12/ 4 483. 10./ 0. 1./ 0. 12/ 4 563. 9./ 0. 1./ 0. 12/ 4 643. 7./ 0. 0./ 0. 12/ 6 724. 2./ 0. 0./ 0. 12/ 6 804. 0./ 4. 0./ 0. 5/ 12 885. 0./ 11. 0./ 1. 5/ 12 965. 0./ 20. 0./ 1. 4/ 12
B E A M N O. 91 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.05 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 3.05 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 100
___ 72J____________________ 965X 150X 200_____________________ 73J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
85
===================================================================== BEAM NO. 92 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 2.86 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.49 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 100.MM2, ROW=0.0043, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 101
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 106. 0./ 5. 5/ 12 169. 0./ 58. 0./ 3. 5/ 12 339. 0./ 19. 0./ 1. 5/ 12 508. 12./ 0. 1./ 0. 12/ 0 677. 35./ 0. 2./ 0. 12/ 0 847. 49./ 0. 3./ 0. 12/ 0 1016. 54./ 0. 3./ 0. 12/ 0 1185. 49./ 0. 3./ 0. 12/ 0 1355. 35./ 0. 2./ 0. 12/ 0 1524. 12./ 0. 1./ 0. 12/ 0 1693. 0./ 19. 0./ 1. 5/ 12 1863. 0./ 58. 0./ 3. 5/ 12 2032. 0./ 106. 0./ 5. 0/ 12
B E A M N O. 92 D E S I G N R E S U L T S - SHEAR
86
AT START SUPPORT - Vu= 8.49 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 8.49 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 102
___ 73J____________________ 2032X 150X 200_____________________ 68J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 93 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.79 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
87
3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.03 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 130.MM2, ROW=0.0056, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 103
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 138. 0./ 7. 3/ 12 169. 0./ 76. 0./ 4. 3/ 12 339. 0./ 25. 0./ 1. 3/ 12 508. 15./ 0. 1./ 0. 12/ 5 677. 46./ 0. 2./ 0. 12/ 5 847. 65./ 0. 3./ 0. 12/ 5 1016. 72./ 0. 4./ 0. 12/ 5 1185. 65./ 0. 3./ 0. 12/ 6 1355. 46./ 0. 2./ 0. 12/ 6 1524. 15./ 0. 1./ 0. 12/ 6 1693. 0./ 25. 0./ 1. 5/ 12 1863. 0./ 76. 0./ 4. 5/ 12 2032. 0./ 138. 0./ 7. 5/ 12
B E A M N O. 93 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 9.88 KNS Vc= 19.05 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 9.88 KNS Vc= 19.05 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 104
___ 67J____________________ 2032X 150X 200_____________________ 71J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | |
88
|___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 94 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 105
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 141. 0./ 7. 5/ 12 169. 0./ 78. 0./ 4. 5/ 12 339. 0./ 26. 0./ 1. 5/ 12 508. 15./ 0. 1./ 0. 12/ 0 677. 47./ 0. 2./ 0. 12/ 0 847. 67./ 0. 4./ 0. 12/ 3 1016. 74./ 0. 4./ 0. 12/ 3 1185. 67./ 0. 4./ 0. 12/ 3 1355. 47./ 0. 2./ 0. 12/ 3 1524. 15./ 0. 1./ 0. 12/ 3 1693. 0./ 26. 0./ 1. 6/ 12 1863. 0./ 78. 0./ 4. 6/ 12 2032. 0./ 141. 0./ 7. 6/ 12
89
B E A M N O. 94 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 106
___ 56J____________________ 2032X 150X 200_____________________ 60J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 95 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 440. 2432. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.32 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 116.MM2, ROW=0.0050, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 858. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.89 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 208.MM2, ROW=0.0090, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
90
3 154. 2 - 12MM 2014. 2997. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.95 KN-MET AT 2997.MM, LOAD 12| | REQD STEEL= 210.MM2, ROW=0.0091, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 107
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 223. 0./ 11. 5/ 12 250. 0./ 127. 0./ 6. 5/ 12 500. 0./ 45. 0./ 2. 5/ 12 749. 21./ 0. 1./ 0. 12/ 4 999. 75./ 0. 4./ 0. 12/ 4 1249. 111./ 0. 6./ 0. 12/ 4 1499. 123./ 0. 6./ 0. 12/ 4 1748. 111./ 0. 6./ 0. 12/ 4 1998. 76./ 0. 4./ 0. 12/ 4 2248. 22./ 0. 1./ 0. 12/ 4 2498. 0./ 45. 0./ 2. 3/ 12 2747. 0./ 127. 0./ 7. 3/ 12 2997. 0./ 224. 0./ 11. 4/ 12
B E A M N O. 95 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 7.13 KNS Vc= 18.87 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
AT END SUPPORT - Vu= 7.20 KNS Vc= 18.88 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 108
___ 60J____________________ 2997X 150X 200_____________________ 63J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | 2No12 H |46. 440.TO 2432 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | |
91
| | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 97 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.29 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.59 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.55 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 109
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 11. 0./ 1. 5/ 12 58. 0./ 6. 0./ 0. 5/ 12 116. 0./ 2. 0./ 0. 5/ 12 175. 1./ 0. 0./ 0. 12/ 6 233. 4./ 0. 0./ 0. 12/ 6 291. 5./ 0. 0./ 0. 12/ 6 349. 5./ 0. 0./ 0. 12/ 6 407. 5./ 0. 0./ 0. 12/ 6 466. 3./ 0. 0./ 0. 12/ 3 524. 1./ 0. 0./ 0. 12/ 3 582. 0./ 2. 0./ 0. 6/ 12 640. 0./ 6. 0./ 0. 6/ 12 698. 0./ 10. 0./ 1. 6/ 12
92
B E A M N O. 97 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.88 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 1.81 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 110
___ 69J____________________ 698X 150X 200_____________________ 59J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 102 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.39 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
93
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.28 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 111
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 56. 0./ 3. 4/ 12 169. 0./ 29. 0./ 2. 4/ 12 339. 0./ 7. 0./ 0. 4/ 12 508. 9./ 0. 0./ 0. 12/ 5 677. 20./ 0. 1./ 0. 12/ 5 847. 26./ 0. 1./ 0. 12/ 3 1016. 26./ 0. 1./ 0. 12/ 3 1185. 22./ 0. 1./ 0. 12/ 3 1355. 14./ 0. 1./ 0. 12/ 3 1524. 3./ 0. 0./ 0. 12/ 3 1693. 0./ 11. 0./ 1. 5/ 12 1863. 0./ 26. 0./ 1. 5/ 12 2032. 0./ 43. 0./ 2. 0/ 12
B E A M N O. 102 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.36 KNS Vc= 19.16 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 2.27 KNS Vc= 18.94 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 112
___ 78J____________________ 2032X 150X 200_____________________ 75J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | |
94
| | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 103 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1003. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.57 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.50 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 113
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 29. 0./ 2. 6/ 12 84. 0./ 15. 0./ 1. 5/ 12 167. 0./ 5. 0./ 0. 5/ 12 251. 4./ 0. 0./ 0. 12/ 3 334. 10./ 0. 1./ 0. 12/ 3 418. 13./ 0. 1./ 0. 12/ 6 502. 14./ 0. 1./ 0. 12/ 6 585. 13./ 0. 1./ 0. 12/ 6 669. 9./ 0. 1./ 0. 12/ 6 752. 3./ 0. 0./ 0. 12/ 6 836. 0./ 5. 0./ 0. 4/ 12 920. 0./ 15. 0./ 1. 4/ 12 1003. 0./ 28. 0./ 2. 3/ 12
95
B E A M N O. 103 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
AT END SUPPORT - Vu= 3.78 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 114
___ 74J____________________ 1003X 150X 200_____________________ 76J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 104 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.89 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
96
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.16 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 132.MM2, ROW=0.0057, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 115
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 141. 0./ 7. 4/ 12 169. 0./ 78. 0./ 4. 4/ 12 339. 0./ 26. 0./ 1. 4/ 12 508. 15./ 0. 1./ 0. 12/ 5 677. 47./ 0. 2./ 0. 12/ 5 847. 67./ 0. 4./ 0. 12/ 5 1016. 74./ 0. 4./ 0. 12/ 5 1185. 67./ 0. 4./ 0. 12/ 5 1355. 47./ 0. 2./ 0. 12/ 5 1524. 15./ 0. 1./ 0. 12/ 5 1693. 0./ 26. 0./ 1. 6/ 12 1863. 0./ 78. 0./ 4. 6/ 12 2032. 0./ 141. 0./ 7. 5/ 12
B E A M N O. 104 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 10.00 KNS Vc= 19.04 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 116
___ 76J____________________ 2032X 150X 200_____________________ 77J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | |
97
| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 105 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2305. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 320. 1889. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 5.53 KN-MET AT 1153.MM, LOAD 12| | REQD STEEL= 101.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 743. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.63 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 203.MM2, ROW=0.0088, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1466. 2305. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 10.07 KN-MET AT 2305.MM, LOAD 12| | REQD STEEL= 191.MM2, ROW=0.0083, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 117
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 217. 0./ 11. 6/ 12 192. 0./ 114. 0./ 6. 6/ 12 384. 0./ 35. 0./ 2. 6/ 12 576. 25./ 0. 1./ 0. 12/ 4 768. 70./ 0. 4./ 0. 12/ 4 960. 98./ 0. 5./ 0. 12/ 3 1153. 107./ 0. 6./ 0. 12/ 3 1345. 96./ 0. 5./ 0. 12/ 3 1537. 65./ 0. 3./ 0. 12/ 3 1729. 20./ 0. 1./ 0. 12/ 3 1921. 0./ 38. 0./ 2. 6/ 12 2113. 0./ 112. 0./ 6. 6/ 12 2305. 0./ 204. 0./ 10. 5/ 12
98
B E A M N O. 105 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.61 KNS Vc= 19.13 KNS Vs= 12.35 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
AT END SUPPORT - Vu= 21.52 KNS Vc= 19.08 KNS Vs= 9.61 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1003. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 118
___ 69J____________________ 2305X 150X 200_____________________ 60J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 743 2No12 H|154.1466.TO 2305 | | 15*10c/c 77 | | | | | | | | 15*10c/c 77 | | 2No12 H 46.|320.TO 1889 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 106 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2496. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 328. 2064. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 6.59 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 121.MM2, ROW=0.0052, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 152. 2 - 16MM 0. 894. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.01 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 236.MM2, ROW=0.0103, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS |
99
|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 3 152. 2 - 16MM 1497. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 12.66 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 251.MM2, ROW=0.0110, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 41./ 54. MMS | | REQD. DEVELOPMENT LENGTH = 709. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 119
Cracked Moment of Inertia Iz at above location = 3941.9 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 249. 0./ 12. 6/ 12 208. 0./ 135. 0./ 7. 6/ 12 416. 0./ 45. 0./ 2. 6/ 12 624. 24./ 0. 1./ 0. 12/ 0 832. 79./ 0. 4./ 0. 12/ 0 1040. 115./ 0. 6./ 0. 12/ 0 1248. 129./ 0. 7./ 0. 12/ 4 1456. 118./ 0. 6./ 0. 12/ 4 1664. 84./ 0. 4./ 0. 12/ 4 1872. 29./ 0. 2./ 0. 12/ 4 2080. 0./ 42. 0./ 2. 6/ 12 2288. 0./ 138. 0./ 7. 6/ 12 2496. 0./ 265. 0./ 13. 0/ 12
B E A M N O. 106 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 23.89 KNS Vc= 19.14 KNS Vs= 12.70 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
AT END SUPPORT - Vu= 26.31 KNS Vc= 19.21 KNS Vs= 15.87 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 12 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 120
___ 60J____________________ 2495X 150X 200_____________________ 74J____ | | ||========================== ==============================|| | 2No16 H 152.| 0.TO 894| 2No16 H|152.1497.TO 2496 | | 16*10c/c 77 | | | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 328.TO 2064 | | | | | | | | ====================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#16 | | 2#16 | | | | 2#16 | | 2#16 |
100
| | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 107 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.91 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.63 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.88 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 121
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 69. 0./ 4. 3/ 12 125. 0./ 38. 0./ 2. 3/ 12 250. 0./ 13. 0./ 1. 3/ 12 375. 7./ 0. 0./ 0. 12/ 5 500. 22./ 0. 1./ 0. 12/ 5 624. 32./ 0. 2./ 0. 12/ 4 749. 36./ 0. 2./ 0. 12/ 4 874. 34./ 0. 2./ 0. 12/ 4 999. 25./ 0. 1./ 0. 12/ 4 1124. 10./ 0. 1./ 0. 12/ 4 1249. 0./ 12. 0./ 1. 6/ 12 1374. 0./ 39. 0./ 2. 6/ 12
101
1499. 0./ 74. 0./ 4. 4/ 12
B E A M N O. 107 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.67 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 7.12 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 122
___ 76J____________________ 1498X 150X 200_____________________ 61J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 108 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 3499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 445. 2908. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 9.48 KN-MET AT 1749.MM, LOAD 12| | REQD STEEL= 179.MM2, ROW=0.0077, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 *** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 412. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.24 KN-MET, LOADING 12
102
*** A SUITABLE BAR ARRANGEMENT COULD NOT BE DETERMINED. REQD. STEEL = 413. MM2, MAX. STEEL PERMISSIBLE = 424. MM2 MAX NEG MOMENT = 18.29 KN-MET, LOADING 12 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 123
0. 0./ 412. 0./ 18. 4/ 12 292. 0./ 207. 0./ 10. 5/ 12 583. 0./ 63. 0./ 3. 5/ 12 875. 42./ 0. 2./ 0. 12/ 6 1166. 122./ 0. 6./ 0. 12/ 3 1458. 173./ 0. 9./ 0. 12/ 3 1749. 191./ 0. 9./ 0. 12/ 3 2041. 173./ 0. 9./ 0. 12/ 3 2333. 122./ 0. 6./ 0. 12/ 3 2624. 42./ 0. 2./ 0. 12/ 3 2916. 0./ 63. 0./ 3. 5/ 12 3207. 0./ 207. 0./ 10. 5/ 12 3499. 0./ 413. 0./ 18. 5/ 12
___ 56J____________________ 3498X 150X 200_____________________ 77J____ | | | | | | | | | 2No12 H 46. 445.TO 2908 | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 109 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2299. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 357. 1846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.02 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
103
2 154. 2 - 12MM 0. 742. YES NO DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 124
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 7.54 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 140.MM2, ROW=0.0061, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.13 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 151.MM2, ROW=0.0066, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 149. 0./ 8. 0/ 12 192. 0./ 82. 0./ 4. 0/ 12 383. 0./ 27. 0./ 1. 0/ 12 575. 15./ 0. 1./ 0. 12/ 5 766. 48./ 0. 3./ 0. 12/ 5 958. 69./ 0. 4./ 0. 12/ 5 1149. 77./ 0. 4./ 0. 12/ 5 1341. 71./ 0. 4./ 0. 12/ 5 1532. 52./ 0. 3./ 0. 12/ 5 1724. 20./ 0. 1./ 0. 12/ 5 1916. 0./ 24. 0./ 1. 3/ 12 2107. 0./ 84. 0./ 4. 3/ 12 2299. 0./ 161. 0./ 8. 5/ 12
B E A M N O. 109 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 10.15 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
AT END SUPPORT - Vu= 10.97 KNS Vc= 18.95 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 125
___ 77J____________________ 2298X 150X 200_____________________ 95J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 357.TO 1846 | | | | | | =================================================== |
104
| | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 110 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2496. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 382. 2009. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.79 KN-MET AT 1248.MM, LOAD 12| | REQD STEEL= 87.MM2, ROW=0.0038, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 775. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.97 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 168.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1617. 2496. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.01 KN-MET AT 2496.MM, LOAD 12| | REQD STEEL= 169.MM2, ROW=0.0073, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 126
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 180. 0./ 9. 4/ 12 208. 0./ 97. 0./ 5. 6/ 12 416. 0./ 32. 0./ 2. 6/ 12 624. 19./ 0. 1./ 0. 12/ 5 832. 58./ 0. 3./ 0. 12/ 4 1040. 84./ 0. 4./ 0. 12/ 4
105
1248. 92./ 0. 5./ 0. 12/ 4 1456. 84./ 0. 4./ 0. 12/ 4 1664. 59./ 0. 3./ 0. 12/ 4 1872. 20./ 0. 1./ 0. 12/ 4 2080. 0./ 32. 0./ 2. 5/ 12 2288. 0./ 98. 0./ 5. 5/ 12 2496. 0./ 181. 0./ 9. 5/ 12
B E A M N O. 110 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 11.22 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
AT END SUPPORT - Vu= 11.26 KNS Vc= 18.92 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1098. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 127
___ 63J____________________ 2495X 150X 200_____________________ 75J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 775 2No12 H 154.1617.TO 2496 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | |2No12|H |46. 382.TO 2009 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 111 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 399. 1999. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 3.00 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
106
2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 6.00 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 110.MM2, ROW=0.0048, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 128
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 117. 0./ 6. 5/ 12 208. 0./ 62. 0./ 3. 5/ 12 417. 0./ 19. 0./ 1. 5/ 12 625. 14./ 0. 1./ 0. 12/ 2 834. 38./ 0. 2./ 0. 12/ 4 1042. 52./ 0. 3./ 0. 12/ 4 1251. 57./ 0. 3./ 0. 12/ 4 1459. 52./ 0. 3./ 0. 12/ 4 1668. 38./ 0. 2./ 0. 12/ 0 1876. 14./ 0. 1./ 0. 12/ 0 2085. 0./ 19. 0./ 1. 2/ 12 2293. 0./ 62. 0./ 3. 2/ 12 2502. 0./ 117. 0./ 6. 2/ 12
B E A M N O. 111 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 9.05 KNS Vc= 18.87 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
AT END SUPPORT - Vu= 9.05 KNS Vc= 18.87 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 129
___ 75J____________________ 2501X 150X 200_____________________ 64J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 | | 2No12 H| 46. 399.TO 1999 | | | | |
107
| ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 113 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 2.96 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 5.60 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 102.MM2, ROW=0.0044, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 130
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 108. 0./ 6. 5/ 12 169. 0./ 59. 0./ 3. 5/ 12 339. 0./ 19. 0./ 1. 5/ 12 508. 12./ 0. 1./ 0. 12/ 6 677. 36./ 0. 2./ 0. 12/ 6
108
847. 51./ 0. 3./ 0. 12/ 6 1016. 56./ 0. 3./ 0. 12/ 6 1185. 51./ 0. 3./ 0. 12/ 6 1355. 36./ 0. 2./ 0. 12/ 6 1524. 12./ 0. 1./ 0. 12/ 6 1693. 0./ 19. 0./ 1. 5/ 12 1863. 0./ 59. 0./ 3. 5/ 12 2032. 0./ 108. 0./ 6. 6/ 12
B E A M N O. 113 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 8.60 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 8.60 KNS Vc= 19.06 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 131
___ 70J____________________ 2032X 150X 200_____________________ 64J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 115 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 399. 1999. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.22 KN-MET AT 1251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
109
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 776. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.33 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1622. 2502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.32 KN-MET AT 2502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 132
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 44. 0./ 2. 4/ 12 208. 0./ 25. 0./ 1. 4/ 12 417. 0./ 8. 0./ 0. 4/ 12 625. 5./ 0. 0./ 0. 12/ 6 834. 15./ 0. 1./ 0. 12/ 6 1042. 21./ 0. 1./ 0. 12/ 6 1251. 23./ 0. 1./ 0. 12/ 6 1459. 21./ 0. 1./ 0. 12/ 6 1668. 15./ 0. 1./ 0. 12/ 6 1876. 5./ 0. 0./ 0. 12/ 6 2085. 0./ 8. 0./ 0. 4/ 12 2293. 0./ 25. 0./ 1. 4/ 12 2502. 0./ 44. 0./ 2. 5/ 12
B E A M N O. 115 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.21 KNS Vc= 18.84 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
AT END SUPPORT - Vu= 2.18 KNS Vc= 18.83 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 133
___ 70J____________________ 2501X 150X 200_____________________ 78J____ | | ||====================== ==========================|| | 2No12 H 154.| 0.TO 776 2No12 H 154.1622.TO 2502 | | 16*10c/c 77 | | | | | | | | 16*10c/c 77 |
110
| 2No12 H| 46. 399.TO 1999 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 118 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.58 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.13 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.17 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 134
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 21. 0./ 1. 3/ 12 67. 0./ 12. 0./ 1. 3/ 12 133. 0./ 4. 0./ 0. 3/ 12 200. 2./ 0. 0./ 0. 12/ 6
111
267. 7./ 0. 0./ 0. 12/ 6 333. 10./ 0. 1./ 0. 12/ 6 400. 11./ 0. 1./ 0. 12/ 6 467. 10./ 0. 1./ 0. 12/ 6 533. 7./ 0. 0./ 0. 12/ 6 600. 3./ 0. 0./ 0. 12/ 6 667. 0./ 3. 0./ 0. 5/ 12 733. 0./ 12. 0./ 1. 5/ 12 800. 0./ 22. 0./ 1. 5/ 12
B E A M N O. 118 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.00 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 3.08 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 135
___ 61J____________________ 800X 150X 200_____________________ 96J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 119 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.11 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
112
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 136
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 4/ 12 58. 0./ 2. 0./ 0. 4/ 12 116. 0./ 1. 0./ 0. 4/ 12 175. 0./ 0. 0./ 0. 12/ 6 233. 1./ 0. 0./ 0. 12/ 6 291. 2./ 0. 0./ 0. 12/ 6 349. 2./ 0. 0./ 0. 12/ 6 407. 2./ 0. 0./ 0. 12/ 6 466. 1./ 0. 0./ 0. 12/ 6 524. 1./ 0. 0./ 0. 12/ 6 582. 0./ 1. 0./ 0. 5/ 12 640. 0./ 2. 0./ 0. 5/ 12 698. 0./ 4. 0./ 0. 5/ 12
B E A M N O. 119 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.45 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.50 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 137
___ 79J____________________ 698X 150X 200_____________________ 81J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | |
113
| 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 120 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2299. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 345. 1858. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.68 KN-MET AT 1149.MM, LOAD 12| | REQD STEEL= 85.MM2, ROW=0.0037, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 742. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.82 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 165.MM2, ROW=0.0072, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1461. 2299. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 8.82 KN-MET AT 2299.MM, LOAD 12| | REQD STEEL= 165.MM2, ROW=0.0072, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 138
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 176. 0./ 9. 6/ 12 192. 0./ 96. 0./ 5. 6/ 12 383. 0./ 31. 0./ 2. 6/ 12
114
575. 20./ 0. 1./ 0. 12/ 5 766. 57./ 0. 3./ 0. 12/ 5 958. 82./ 0. 4./ 0. 12/ 4 1149. 90./ 0. 5./ 0. 12/ 6 1341. 82./ 0. 4./ 0. 12/ 6 1532. 57./ 0. 3./ 0. 12/ 6 1724. 20./ 0. 1./ 0. 12/ 6 1916. 0./ 31. 0./ 2. 5/ 12 2107. 0./ 96. 0./ 5. 5/ 12 2299. 0./ 176. 0./ 9. 5/ 12
B E A M N O. 120 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 11.27 KNS Vc= 18.99 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
AT END SUPPORT - Vu= 11.27 KNS Vc= 18.99 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 999. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 139
___ 70J____________________ 2298X 150X 200_____________________ 71J____ | | ||======================= ===========================|| | 2No12 H 154.| 0.TO 742 2No12 H|154.1461.TO 2299 | | 14*10c/c 77 | | | | | | | | 14*10c/c 77 | | |2No12|H |46. 345.TO 1858 | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 122 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.79 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |
115
|----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.38 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.36 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 140
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 64. 0./ 3. 5/ 12 125. 0./ 36. 0./ 2. 6/ 12 250. 0./ 12. 0./ 1. 6/ 12 375. 7./ 0. 0./ 0. 12/ 4 500. 22./ 0. 1./ 0. 12/ 4 624. 31./ 0. 2./ 0. 12/ 5 749. 33./ 0. 2./ 0. 12/ 5 874. 30./ 0. 2./ 0. 12/ 5 999. 21./ 0. 1./ 0. 12/ 5 1124. 7./ 0. 0./ 0. 12/ 5 1249. 0./ 12. 0./ 1. 6/ 12 1374. 0./ 35. 0./ 2. 6/ 12 1499. 0./ 64. 0./ 3. 4/ 12
B E A M N O. 122 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 6.36 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 141
___ 71J____________________ 1498X 150X 200_____________________ 73J____ | | ||============================= ==================================||
116
| 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 123 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.25 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.44 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 142
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 8. 0./ 0. 5/ 12 80. 0./ 5. 0./ 0. 5/ 12
117
161. 0./ 2. 0./ 0. 5/ 12 241. 1./ 0. 0./ 0. 12/ 4 322. 3./ 0. 0./ 0. 12/ 4 402. 4./ 0. 0./ 0. 12/ 4 483. 5./ 0. 0./ 0. 12/ 4 563. 4./ 0. 0./ 0. 12/ 4 643. 3./ 0. 0./ 0. 12/ 4 724. 1./ 0. 0./ 0. 12/ 4 804. 0./ 2. 0./ 0. 5/ 12 885. 0./ 5. 0./ 0. 5/ 12 965. 0./ 8. 0./ 0. 4/ 12
B E A M N O. 123 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.85 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 143
___ 79J____________________ 965X 150X 200_____________________ 71J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 124 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.49 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |
118
| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.99 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 144
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 18. 0./ 1. 6/ 12 85. 0./ 10. 0./ 1. 6/ 12 169. 0./ 3. 0./ 0. 6/ 12 254. 2./ 0. 0./ 0. 12/ 5 339. 6./ 0. 0./ 0. 12/ 5 423. 8./ 0. 0./ 0. 12/ 5 508. 9./ 0. 0./ 0. 12/ 5 593. 8./ 0. 0./ 0. 12/ 5 677. 6./ 0. 0./ 0. 12/ 5 762. 2./ 0. 0./ 0. 12/ 5 847. 0./ 3. 0./ 0. 6/ 12 931. 0./ 10. 0./ 1. 0/ 12 1016. 0./ 18. 0./ 1. 5/ 12
B E A M N O. 124 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 2.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 2.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 145
___ 66J____________________ 1016X 150X 200_____________________ 72J____ | |
119
||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 125 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.77 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.58 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.45 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 146
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 30. 0./ 2. 6/ 12
120
85. 0./ 16. 0./ 1. 6/ 12 169. 0./ 4. 0./ 0. 6/ 12 254. 4./ 0. 0./ 0. 12/ 5 339. 10./ 0. 1./ 0. 12/ 5 423. 13./ 0. 1./ 0. 12/ 5 508. 14./ 0. 1./ 0. 12/ 5 593. 13./ 0. 1./ 0. 12/ 5 677. 9./ 0. 0./ 0. 12/ 5 762. 3./ 0. 0./ 0. 12/ 5 847. 0./ 5. 0./ 0. 6/ 12 931. 0./ 15. 0./ 1. 6/ 12 1016. 0./ 27. 0./ 1. 5/ 12
B E A M N O. 125 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 3.96 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 3.71 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 147
___ 65J____________________ 1016X 150X 200_____________________ 79J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 126 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.10 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |
121
| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 148
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 5/ 12 67. 0./ 2. 0./ 0. 5/ 12 133. 0./ 1. 0./ 0. 5/ 12 200. 0./ 0. 0./ 0. 12/ 3 267. 1./ 0. 0./ 0. 12/ 3 333. 2./ 0. 0./ 0. 12/ 3 400. 2./ 0. 0./ 0. 12/ 3 467. 2./ 0. 0./ 0. 12/ 3 533. 1./ 0. 0./ 0. 12/ 5 600. 1./ 0. 0./ 0. 12/ 5 667. 0./ 1. 0./ 0. 4/ 12 733. 0./ 2. 0./ 0. 4/ 12 800. 0./ 4. 0./ 0. 6/ 12
B E A M N O. 126 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.48 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 149
___ 66J____________________ 800X 150X 200_____________________ 80J____
122
| | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 129 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.14 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.25 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.26 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 150
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )
123
0. 0./ 5. 0./ 0. 4/ 12 85. 0./ 3. 0./ 0. 4/ 12 169. 0./ 1. 0./ 0. 4/ 12 254. 1./ 0. 0./ 0. 12/ 5 339. 2./ 0. 0./ 0. 12/ 5 423. 2./ 0. 0./ 0. 12/ 5 508. 3./ 0. 0./ 0. 12/ 5 593. 2./ 0. 0./ 0. 12/ 5 677. 2./ 0. 0./ 0. 12/ 5 762. 1./ 0. 0./ 0. 12/ 5 847. 0./ 1. 0./ 0. 4/ 12 931. 0./ 3. 0./ 0. 4/ 12 1016. 0./ 5. 0./ 0. 5/ 12
B E A M N O. 129 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.52 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.55 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 151
___ 80J____________________ 1016X 150X 200_____________________ 81J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 130 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.29 KN-MET AT 483.MM, LOAD 12|
124
| REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.60 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.49 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 152
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 11. 0./ 1. 4/ 12 80. 0./ 6. 0./ 0. 4/ 12 161. 0./ 2. 0./ 0. 4/ 12 241. 2./ 0. 0./ 0. 12/ 5 322. 4./ 0. 0./ 0. 12/ 5 402. 5./ 0. 0./ 0. 12/ 5 483. 5./ 0. 0./ 0. 12/ 5 563. 5./ 0. 0./ 0. 12/ 5 643. 3./ 0. 0./ 0. 12/ 5 724. 1./ 0. 0./ 0. 12/ 5 804. 0./ 2. 0./ 0. 4/ 12 885. 0./ 5. 0./ 0. 4/ 12 965. 0./ 9. 0./ 0. 5/ 12
B E A M N O. 130 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.94 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 153
125
___ 78J____________________ 965X 150X 200_____________________ 74J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 131 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.52 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 154
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )
126
0. 0./ 19. 0./ 1. 4/ 12 85. 0./ 10. 0./ 1. 4/ 12 169. 0./ 3. 0./ 0. 4/ 12 254. 2./ 0. 0./ 0. 12/ 5 339. 6./ 0. 0./ 0. 12/ 5 423. 9./ 0. 0./ 0. 12/ 5 508. 10./ 0. 1./ 0. 12/ 5 593. 9./ 0. 0./ 0. 12/ 5 677. 6./ 0. 0./ 0. 12/ 5 762. 2./ 0. 0./ 0. 12/ 5 847. 0./ 3. 0./ 0. 4/ 12 931. 0./ 10. 0./ 1. 4/ 12 1016. 0./ 19. 0./ 1. 5/ 12
B E A M N O. 131 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.80 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 1.80 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 155
___ 82J____________________ 1016X 150X 200_____________________ 188J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 132 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO |----------------------------------------------------------------|
127
| CRITICAL POS MOMENT= 0.17 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 156
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 6. 0./ 0. 2/ 12 169. 0./ 3. 0./ 0. 2/ 12 339. 0./ 1. 0./ 0. 2/ 12 508. 1./ 0. 0./ 0. 12/ 5 677. 2./ 0. 0./ 0. 12/ 5 847. 3./ 0. 0./ 0. 12/ 5 1016. 3./ 0. 0./ 0. 12/ 5 1185. 3./ 0. 0./ 0. 12/ 5 1355. 2./ 0. 0./ 0. 12/ 5 1524. 1./ 0. 0./ 0. 12/ 5 1693. 0./ 1. 0./ 0. 2/ 12 1863. 0./ 3. 0./ 0. 2/ 12 2032. 0./ 6. 0./ 0. 3/ 12
B E A M N O. 132 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.62 KNS Vc= 19.09 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 0.62 KNS Vc= 19.09 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 157
128
___ 84J____________________ 2032X 150X 200_____________________ 91J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 133 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 158
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE)
129
( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 2/ 12 254. 0./ 0. 0./ 0. 12/ 5 339. 1./ 0. 0./ 0. 12/ 5 423. 1./ 0. 0./ 0. 12/ 5 508. 1./ 0. 0./ 0. 12/ 5 593. 1./ 0. 0./ 0. 12/ 5 677. 1./ 0. 0./ 0. 12/ 5 762. 0./ 0. 0./ 0. 12/ 5 847. 0./ 0. 0./ 0. 4/ 12 931. 0./ 1. 0./ 0. 4/ 12 1016. 0./ 2. 0./ 0. 5/ 12
B E A M N O. 133 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 159
___ 86J____________________ 1016X 150X 200_____________________ 192J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 134 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2032. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 301. 1646. NO NO
130
|----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.17 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 697. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1250. 2032. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.35 KN-MET AT 2032.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 160
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 6. 0./ 0. 6/ 12 169. 0./ 3. 0./ 0. 6/ 12 339. 0./ 1. 0./ 0. 6/ 12 508. 1./ 0. 0./ 0. 12/ 5 677. 2./ 0. 0./ 0. 12/ 5 847. 3./ 0. 0./ 0. 12/ 5 1016. 3./ 0. 0./ 0. 12/ 5 1185. 3./ 0. 0./ 0. 12/ 5 1355. 2./ 0. 0./ 0. 12/ 5 1524. 1./ 0. 0./ 0. 12/ 5 1693. 0./ 1. 0./ 0. 2/ 12 1863. 0./ 3. 0./ 0. 2/ 12 2032. 0./ 6. 0./ 0. 0/ 12
B E A M N O. 134 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.62 KNS Vc= 19.09 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
AT END SUPPORT - Vu= 0.62 KNS Vc= 19.09 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 866. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 161
131
___ 88J____________________ 2032X 150X 200_____________________ 101J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 697| 2No12 H 154.1250.TO 2032 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 301.TO 1646 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 135 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.09 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 162
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : -------------------------------
132
SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 5/ 12 125. 0./ 2. 0./ 0. 5/ 12 250. 0./ 1. 0./ 0. 5/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 874. 2./ 0. 0./ 0. 12/ 2 999. 1./ 0. 0./ 0. 12/ 3 1124. 0./ 0. 0./ 0. 12/ 3 1249. 0./ 1. 0./ 0. 5/ 12 1374. 0./ 2. 0./ 0. 5/ 12 1499. 0./ 3. 0./ 0. 6/ 12
B E A M N O. 135 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 163
___ 88J____________________ 1498X 150X 200_____________________ 86J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 136 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
133
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.09 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 164
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 5/ 12 125. 0./ 2. 0./ 0. 5/ 12 250. 0./ 1. 0./ 0. 5/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 874. 2./ 0. 0./ 0. 12/ 2 999. 1./ 0. 0./ 0. 12/ 2 1124. 0./ 0. 0./ 0. 12/ 2 1249. 0./ 1. 0./ 0. 5/ 12 1374. 0./ 2. 0./ 0. 5/ 12 1499. 0./ 3. 0./ 0. 6/ 12
B E A M N O. 136 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
134
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 165
___ 89J____________________ 1498X 150X 200_____________________ 87J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 137 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.09 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 166
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY :
135
------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 6/ 12 125. 0./ 2. 0./ 0. 6/ 12 250. 0./ 1. 0./ 0. 6/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 874. 2./ 0. 0./ 0. 12/ 0 999. 1./ 0. 0./ 0. 12/ 0 1124. 0./ 0. 0./ 0. 12/ 0 1249. 0./ 1. 0./ 0. 6/ 12 1374. 0./ 2. 0./ 0. 6/ 12 1499. 0./ 3. 0./ 0. 2/ 12
B E A M N O. 137 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 167
___ 90J____________________ 1498X 150X 200_____________________ 91J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 157 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
136
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.20 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 168
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 4. 0./ 0. 5/ 12 58. 0./ 2. 0./ 0. 5/ 12 116. 0./ 1. 0./ 0. 5/ 12 175. 1./ 0. 0./ 0. 12/ 3 233. 2./ 0. 0./ 0. 12/ 3 291. 2./ 0. 0./ 0. 12/ 3 349. 2./ 0. 0./ 0. 12/ 3 407. 2./ 0. 0./ 0. 12/ 3 466. 1./ 0. 0./ 0. 12/ 0 524. 0./ 0. 0./ 0. 12/ 6 582. 0./ 1. 0./ 0. 5/ 12 640. 0./ 2. 0./ 0. 4/ 12 698. 0./ 4. 0./ 0. 3/ 12
B E A M N O. 157 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.53 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.47 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
137
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 169
___ 52J____________________ 698X 150X 200_____________________ 22J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 158 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.10 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 170
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
138
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 4. 0./ 0. 6/ 12 67. 0./ 2. 0./ 0. 6/ 12 133. 0./ 1. 0./ 0. 6/ 12 200. 1./ 0. 0./ 0. 12/ 6 267. 1./ 0. 0./ 0. 12/ 6 333. 2./ 0. 0./ 0. 12/ 6 400. 2./ 0. 0./ 0. 12/ 6 467. 2./ 0. 0./ 0. 12/ 6 533. 1./ 0. 0./ 0. 12/ 6 600. 0./ 0. 0./ 0. 12/ 6 667. 0./ 1. 0./ 0. 5/ 12 733. 0./ 2. 0./ 0. 5/ 12 800. 0./ 3. 0./ 0. 4/ 12
B E A M N O. 158 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.48 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 171
___ 54J____________________ 800X 150X 200_____________________ 33J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 159 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
139
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.20 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 172
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 4. 0./ 0. 5/ 12 58. 0./ 2. 0./ 0. 5/ 12 116. 0./ 1. 0./ 0. 5/ 12 175. 1./ 0. 0./ 0. 12/ 0 233. 2./ 0. 0./ 0. 12/ 0 291. 2./ 0. 0./ 0. 12/ 0 349. 2./ 0. 0./ 0. 12/ 6 407. 2./ 0. 0./ 0. 12/ 6 466. 1./ 0. 0./ 0. 12/ 6 524. 0./ 0. 0./ 0. 12/ 6 582. 0./ 1. 0./ 0. 5/ 12 640. 0./ 2. 0./ 0. 5/ 12 698. 0./ 4. 0./ 0. 5/ 12
B E A M N O. 159 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.53 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.47 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
140
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 173
___ 80J____________________ 698X 150X 200_____________________ 65J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 160 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.10 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.22 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.17 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 174
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
141
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 4. 0./ 0. 5/ 12 67. 0./ 2. 0./ 0. 5/ 12 133. 0./ 1. 0./ 0. 5/ 12 200. 1./ 0. 0./ 0. 12/ 6 267. 1./ 0. 0./ 0. 12/ 6 333. 2./ 0. 0./ 0. 12/ 6 400. 2./ 0. 0./ 0. 12/ 6 467. 2./ 0. 0./ 0. 12/ 6 533. 1./ 0. 0./ 0. 12/ 6 600. 0./ 0. 0./ 0. 12/ 6 667. 0./ 1. 0./ 0. 4/ 12 733. 0./ 2. 0./ 0. 4/ 12 800. 0./ 3. 0./ 0. 6/ 12
B E A M N O. 160 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.48 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 175
___ 81J____________________ 800X 150X 200_____________________ 72J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 161 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END
142
_____________________________________________________________________
1 46. 2 - 12MM 0. 498. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.01 KN-MET AT 251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 442. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 38. 502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 176
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 0. 0./ 0. 2/ 12 42. 0./ 0. 0./ 0. 2/ 12 84. 0./ 0. 0./ 0. 0/ 12 125. 0./ 0. 0./ 0. 12/ 5 167. 0./ 0. 0./ 0. 12/ 5 209. 0./ 0. 0./ 0. 12/ 5 251. 0./ 0. 0./ 0. 12/ 5 293. 0./ 0. 0./ 0. 12/ 5 334. 0./ 0. 0./ 0. 12/ 5 376. 0./ 0. 0./ 0. 12/ 5 418. 0./ 0. 0./ 0. 6/ 12 460. 0./ 0. 0./ 0. 6/ 12 502. 0./ 0. 0./ 0. 5/ 12
B E A M N O. 161 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.07 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 101. MM
AT END SUPPORT - Vu= 0.07 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.
143
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 177
___ 84J____________________ 501X 150X 200_____________________ 125J____ | | ||=========================================================================|| | 2No12NH1154.1540.TO8.442|502 | | | | | 3*10c/c 77 | | | 3*10c/c 77 | | | 2No12 H 46.| 0.TO 498| | | | | ||==========================================================================| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 162 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 502. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 0. 498. YES NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.01 KN-MET AT 251.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 442. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 38. 502. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.02 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 178
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
144
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 0. 0./ 0. 2/ 12 42. 0./ 0. 0./ 0. 2/ 12 84. 0./ 0. 0./ 0. 2/ 12 125. 0./ 0. 0./ 0. 12/ 5 167. 0./ 0. 0./ 0. 12/ 5 209. 0./ 0. 0./ 0. 12/ 5 251. 0./ 0. 0./ 0. 12/ 5 293. 0./ 0. 0./ 0. 12/ 5 334. 0./ 0. 0./ 0. 12/ 5 376. 0./ 0. 0./ 0. 12/ 5 418. 0./ 0. 0./ 0. 3/ 12 460. 0./ 0. 0./ 0. 3/ 12 502. 0./ 0. 0./ 0. 5/ 12
B E A M N O. 162 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.07 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 101. MM
AT END SUPPORT - Vu= 0.07 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 101. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 179
___ 85J____________________ 501X 150X 200_____________________ 183J____ | | ||=========================================================================|| | 2No12NH1154.1540.TO8.442|502 | | | | | 3*10c/c 77 | | | 3*10c/c 77 | | | 2No12 H 46.| 0.TO 498| | | | | ||==========================================================================| | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | oo | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 163 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR
145
(MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.09 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 180
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 6/ 12 125. 0./ 2. 0./ 0. 6/ 12 250. 0./ 1. 0./ 0. 6/ 12 375. 0./ 0. 0./ 0. 12/ 5 500. 1./ 0. 0./ 0. 12/ 5 624. 2./ 0. 0./ 0. 12/ 5 749. 2./ 0. 0./ 0. 12/ 5 874. 2./ 0. 0./ 0. 12/ 5 999. 1./ 0. 0./ 0. 12/ 5 1124. 0./ 0. 0./ 0. 12/ 5 1249. 0./ 1. 0./ 0. 2/ 12 1374. 0./ 2. 0./ 0. 2/ 12 1499. 0./ 3. 0./ 0. 5/ 12
B E A M N O. 163 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1
146
NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 181
___ 86J____________________ 1498X 150X 200_____________________ 84J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 164 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.09 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.19 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 182
147
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 5/ 12 125. 0./ 2. 0./ 0. 5/ 12 250. 0./ 1. 0./ 0. 6/ 12 375. 0./ 0. 0./ 0. 12/ 2 500. 1./ 0. 0./ 0. 12/ 2 624. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 5 874. 2./ 0. 0./ 0. 12/ 5 999. 1./ 0. 0./ 0. 12/ 5 1124. 0./ 0. 0./ 0. 12/ 5 1249. 0./ 1. 0./ 0. 6/ 12 1374. 0./ 2. 0./ 0. 6/ 12 1499. 0./ 3. 0./ 0. 2/ 12
B E A M N O. 164 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 0.43 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 183
___ 87J____________________ 1498X 150X 200_____________________ 85J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 165 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS
148
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 184
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 5/ 12 80. 0./ 1. 0./ 0. 5/ 12 161. 0./ 0. 0./ 0. 5/ 12 241. 0./ 0. 0./ 0. 12/ 2 322. 0./ 0. 0./ 0. 12/ 2 402. 1./ 0. 0./ 0. 12/ 6 483. 1./ 0. 0./ 0. 12/ 6 563. 1./ 0. 0./ 0. 12/ 6 643. 0./ 0. 0./ 0. 12/ 6 724. 0./ 0. 0./ 0. 12/ 6 804. 0./ 0. 0./ 0. 5/ 12 885. 0./ 1. 0./ 0. 5/ 12 965. 0./ 1. 0./ 0. 2/ 12
B E A M N O. 165 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.24 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.24 KNS Vc= 19.55 KNS Vs= 0.00 KNS
149
Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 185
___ 90J____________________ 965X 150X 200_____________________ 194J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 166 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 502. 2370. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.38 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 858. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 2014. 2997. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 2997.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 186
150
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 14. 0./ 1. 5/ 12 250. 0./ 8. 0./ 0. 5/ 12 500. 0./ 2. 0./ 0. 5/ 12 749. 2./ 0. 0./ 0. 12/ 4 999. 5./ 0. 0./ 0. 12/ 4 1249. 6./ 0. 0./ 0. 12/ 4 1499. 7./ 0. 0./ 0. 12/ 4 1748. 6./ 0. 0./ 0. 12/ 3 1998. 5./ 0. 0./ 0. 12/ 3 2248. 2./ 0. 0./ 0. 12/ 3 2498. 0./ 2. 0./ 0. 2/ 12 2747. 0./ 8. 0./ 0. 6/ 12 2997. 0./ 14. 0./ 1. 4/ 12
B E A M N O. 166 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.97 KNS Vc= 18.73 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
AT END SUPPORT - Vu= 0.97 KNS Vc= 18.73 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 187
___ 91J____________________ 2997X 150X 200_____________________ 85J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 502.TO 2370 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 168 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS
151
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.58 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.28 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.95 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 188
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 62. 0./ 3. 5/ 12 125. 0./ 33. 0./ 2. 5/ 12 250. 0./ 9. 0./ 0. 5/ 12 375. 9./ 0. 0./ 0. 12/ 4 500. 21./ 0. 1./ 0. 12/ 4 624. 28./ 0. 1./ 0. 12/ 4 749. 29./ 0. 2./ 0. 12/ 4 874. 26./ 0. 1./ 0. 12/ 4 999. 18./ 0. 1./ 0. 12/ 4 1124. 6./ 0. 0./ 0. 12/ 4 1249. 0./ 11. 0./ 1. 5/ 12 1374. 0./ 31. 0./ 2. 5/ 12 1499. 0./ 56. 0./ 3. 4/ 12
B E A M N O. 168 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.40 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
152
AT END SUPPORT - Vu= 5.82 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 189
___ 95J____________________ 1498X 150X 200_____________________ 57J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 169 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.91 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.96 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.53 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
153
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 190
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 75. 0./ 4. 3/ 12 125. 0./ 39. 0./ 2. 3/ 12 250. 0./ 11. 0./ 1. 4/ 12 375. 10./ 0. 1./ 0. 12/ 6 500. 25./ 0. 1./ 0. 12/ 6 624. 34./ 0. 2./ 0. 12/ 6 749. 36./ 0. 2./ 0. 12/ 6 874. 32./ 0. 2./ 0. 12/ 6 999. 22./ 0. 1./ 0. 12/ 6 1124. 7./ 0. 0./ 0. 12/ 6 1249. 0./ 13. 0./ 1. 4/ 12 1374. 0./ 38. 0./ 2. 4/ 12 1499. 0./ 67. 0./ 4. 4/ 12
B E A M N O. 169 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 7.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
AT END SUPPORT - Vu= 6.51 KNS Vc= 19.54 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 191
___ 96J____________________ 1498X 150X 200_____________________ 79J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 170 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
154
LEN - 1499. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 190. 1246. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 1.57 KN-MET AT 749.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 608. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 3.27 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 828. 1499. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 2.95 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 192
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 62. 0./ 3. 5/ 12 125. 0./ 33. 0./ 2. 5/ 12 250. 0./ 9. 0./ 0. 5/ 12 375. 9./ 0. 0./ 0. 12/ 6 500. 21./ 0. 1./ 0. 12/ 6 624. 28./ 0. 1./ 0. 12/ 6 749. 29./ 0. 2./ 0. 12/ 6 874. 26./ 0. 1./ 0. 12/ 6 999. 18./ 0. 1./ 0. 12/ 6 1124. 6./ 0. 0./ 0. 12/ 6 1249. 0./ 11. 0./ 1. 5/ 12 1374. 0./ 31. 0./ 2. 5/ 12 1499. 0./ 56. 0./ 3. 0/ 12
B E A M N O. 170 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.41 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
155
AT END SUPPORT - Vu= 5.82 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 599. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 193
___ 97J____________________ 1498X 150X 200_____________________ 67J____ | | ||============================= ==================================|| | 2No12 H 154.| 0.TO |608| | 2No12 H 154.|828.TO 1499 | | 9*10c/c 77 | | | | | | | | | | 9*10c/c 77 | | 2No12 H |46.|190.TO 1246 | | | | | | | | ======================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 172 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1003. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
156
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 194
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 84. 0./ 1. 0./ 0. 2/ 12 167. 0./ 0. 0./ 0. 2/ 12 251. 0./ 0. 0./ 0. 12/ 5 334. 1./ 0. 0./ 0. 12/ 5 418. 1./ 0. 0./ 0. 12/ 3 502. 1./ 0. 0./ 0. 12/ 3 585. 1./ 0. 0./ 0. 12/ 3 669. 1./ 0. 0./ 0. 12/ 3 752. 0./ 0. 0./ 0. 12/ 3 836. 0./ 0. 0./ 0. 4/ 12 920. 0./ 1. 0./ 0. 4/ 12 1003. 0./ 2. 0./ 0. 6/ 12
B E A M N O. 172 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
AT END SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 195
___ 99J____________________ 1003X 150X 200_____________________ 127J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 173 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
157
LEN - 2699. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 440. 2146. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.31 KN-MET AT 1349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 808. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.61 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1778. 2699. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.61 KN-MET AT 2699.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 196
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 11. 0./ 1. 5/ 12 225. 0./ 6. 0./ 0. 5/ 12 450. 0./ 2. 0./ 0. 5/ 12 675. 1./ 0. 0./ 0. 12/ 4 900. 4./ 0. 0./ 0. 12/ 4 1124. 5./ 0. 0./ 0. 12/ 4 1349. 6./ 0. 0./ 0. 12/ 4 1574. 5./ 0. 0./ 0. 12/ 4 1799. 4./ 0. 0./ 0. 12/ 4 2024. 1./ 0. 0./ 0. 12/ 4 2249. 0./ 2. 0./ 0. 2/ 12 2474. 0./ 6. 0./ 0. 2/ 12 2699. 0./ 11. 0./ 1. 2/ 12
B E A M N O. 173 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.86 KNS Vc= 18.80 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
158
PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1199. MM
AT END SUPPORT - Vu= 0.86 KNS Vc= 18.80 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 197
___ 100J____________________ 2698X 150X 200_____________________ 126J____ | | ||===================== =========================|| | 2No12 H 154.| 0.TO 808 |2No12|H 154.1778.TO 2699 | | 17*10c/c 77 | | | | | | | 17*10c/c 77 | | 2No12 H| 46. 440.TO 2146 | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 174 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 502. 2370. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.38 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 858. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 2014. 2997. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.75 KN-MET AT 2997.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS |
159
|----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 198
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 14. 0./ 1. 3/ 12 250. 0./ 8. 0./ 0. 3/ 12 500. 0./ 2. 0./ 0. 3/ 12 749. 2./ 0. 0./ 0. 12/ 5 999. 5./ 0. 0./ 0. 12/ 5 1249. 6./ 0. 0./ 0. 12/ 5 1499. 7./ 0. 0./ 0. 12/ 5 1748. 6./ 0. 0./ 0. 12/ 5 1998. 5./ 0. 0./ 0. 12/ 5 2248. 2./ 0. 0./ 0. 12/ 6 2498. 0./ 2. 0./ 0. 3/ 12 2747. 0./ 8. 0./ 0. 3/ 12 2997. 0./ 14. 0./ 1. 5/ 12
B E A M N O. 174 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.97 KNS Vc= 18.73 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
AT END SUPPORT - Vu= 0.97 KNS Vc= 18.73 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 199
___ 101J____________________ 2997X 150X 200_____________________ 89J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 502.TO 2370 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
=====================================================================
160
BEAM NO. 175 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1003. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 200
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 84. 0./ 1. 0./ 0. 2/ 12 167. 0./ 0. 0./ 0. 2/ 12 251. 0./ 0. 0./ 0. 12/ 3 334. 1./ 0. 0./ 0. 12/ 3 418. 1./ 0. 0./ 0. 12/ 3 502. 1./ 0. 0./ 0. 12/ 3 585. 1./ 0. 0./ 0. 12/ 3 669. 1./ 0. 0./ 0. 12/ 3 752. 0./ 0. 0./ 0. 12/ 3 836. 0./ 0. 0./ 0. 4/ 12 920. 0./ 1. 0./ 0. 4/ 12 1003. 0./ 2. 0./ 0. 3/ 12
B E A M N O. 175 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION.
161
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
AT END SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 201
___ 102J____________________ 1003X 150X 200_____________________ 186J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 176 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1695. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 231. 1394. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.12 KN-MET AT 848.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 641. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 984. 1695. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.24 KN-MET AT 1695.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS |
162
| REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 202
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 4. 0./ 0. 2/ 12 141. 0./ 2. 0./ 0. 2/ 12 283. 0./ 1. 0./ 0. 2/ 12 424. 1./ 0. 0./ 0. 12/ 5 565. 1./ 0. 0./ 0. 12/ 5 706. 2./ 0. 0./ 0. 12/ 5 848. 2./ 0. 0./ 0. 12/ 5 989. 2./ 0. 0./ 0. 12/ 5 1130. 1./ 0. 0./ 0. 12/ 5 1272. 1./ 0. 0./ 0. 12/ 0 1413. 0./ 1. 0./ 0. 2/ 12 1554. 0./ 2. 0./ 0. 2/ 12 1695. 0./ 4. 0./ 0. 5/ 12
B E A M N O. 176 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.50 KNS Vc= 19.37 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 698. MM
AT END SUPPORT - Vu= 0.50 KNS Vc= 19.37 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 698. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 203
___ 103J____________________ 1695X 150X 200_____________________ 185J____ | | ||=========================== ===============================|| | 2No12 H 154.| 0.TO |641| 2No12|H 154. 984.TO 1695 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 231.TO 1394 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
=====================================================================
163
BEAM NO. 204 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1797. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 252. 1470. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.14 KN-MET AT 899.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 658. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.27 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1064. 1797. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.27 KN-MET AT 1797.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 204
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 5. 0./ 0. 6/ 12 150. 0./ 3. 0./ 0. 6/ 12 300. 0./ 1. 0./ 0. 5/ 12 449. 1./ 0. 0./ 0. 12/ 2 599. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 899. 3./ 0. 0./ 0. 12/ 2 1048. 2./ 0. 0./ 0. 12/ 2 1198. 2./ 0. 0./ 0. 12/ 2 1348. 1./ 0. 0./ 0. 12/ 2 1498. 0./ 1. 0./ 0. 5/ 12 1647. 0./ 3. 0./ 0. 5/ 12 1797. 0./ 5. 0./ 0. 2/ 12
B E A M N O. 204 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.54 KNS Vc= 19.27 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1
164
NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 749. MM
AT END SUPPORT - Vu= 0.54 KNS Vc= 19.27 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 749. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 205
___ 125J____________________ 1797X 150X 200_____________________ 100J____ | | ||========================== ===============================|| | 2No12 H 154.| 0.TO |658| 2No12|H 154.1064.TO 1797 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 252.TO 1470 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 206 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.03 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.05 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 |
165
| MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 206
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 5/ 12 67. 0./ 1. 0./ 0. 5/ 12 133. 0./ 0. 0./ 0. 5/ 12 200. 0./ 0. 0./ 0. 12/ 3 267. 0./ 0. 0./ 0. 12/ 2 333. 0./ 0. 0./ 0. 12/ 2 400. 0./ 0. 0./ 0. 12/ 5 467. 0./ 0. 0./ 0. 12/ 5 533. 0./ 0. 0./ 0. 12/ 5 600. 0./ 0. 0./ 0. 12/ 5 667. 0./ 0. 0./ 0. 6/ 12 733. 0./ 1. 0./ 0. 6/ 12 800. 0./ 1. 0./ 0. 2/ 12
B E A M N O. 206 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 207
___ 126J____________________ 800X 150X 200_____________________ 99J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
166
===================================================================== BEAM NO. 208 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2000. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 295. 1622. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.17 KN-MET AT 1000.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 692. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.34 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1225. 2000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.34 KN-MET AT 2000.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 208
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 6. 0./ 0. 5/ 12 167. 0./ 3. 0./ 0. 6/ 12 333. 0./ 1. 0./ 0. 6/ 12 500. 1./ 0. 0./ 0. 12/ 2 667. 2./ 0. 0./ 0. 12/ 2 833. 3./ 0. 0./ 0. 12/ 2 1000. 3./ 0. 0./ 0. 12/ 2 1167. 3./ 0. 0./ 0. 12/ 2 1334. 2./ 0. 0./ 0. 12/ 2 1500. 1./ 0. 0./ 0. 12/ 5 1667. 0./ 1. 0./ 0. 0/ 12 1834. 0./ 3. 0./ 0. 0/ 12 2000. 0./ 6. 0./ 0. 2/ 12
B E A M N O. 208 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.61 KNS Vc= 19.11 KNS Vs= 0.00 KNS
167
Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 850. MM
AT END SUPPORT - Vu= 0.61 KNS Vc= 19.11 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 850. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 209
___ 127J____________________ 2000X 150X 200_____________________ 82J____ | | ||========================= =============================|| | 2No12 H 154.| 0.TO 692| 2No12 H 154.1225.TO 2000 | | 13*10c/c 77 | | | | | | | | | | 13*10c/c 77 | | |2No12|H |46. 295.TO 1622 | | | | | | | =================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 307 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1797. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 252. 1470. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.14 KN-MET AT 899.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 658. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.27 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 1064. 1797. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.27 KN-MET AT 1797.MM, LOAD 12|
168
| REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 210
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 5. 0./ 0. 3/ 12 150. 0./ 3. 0./ 0. 3/ 12 300. 0./ 1. 0./ 0. 3/ 12 449. 1./ 0. 0./ 0. 12/ 2 599. 2./ 0. 0./ 0. 12/ 2 749. 2./ 0. 0./ 0. 12/ 2 899. 3./ 0. 0./ 0. 12/ 2 1048. 2./ 0. 0./ 0. 12/ 2 1198. 2./ 0. 0./ 0. 12/ 6 1348. 1./ 0. 0./ 0. 12/ 6 1498. 0./ 1. 0./ 0. 5/ 12 1647. 0./ 3. 0./ 0. 5/ 12 1797. 0./ 5. 0./ 0. 2/ 12
B E A M N O. 307 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.54 KNS Vc= 19.27 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 749. MM
AT END SUPPORT - Vu= 0.54 KNS Vc= 19.27 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 749. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 211
___ 183J____________________ 1797X 150X 200_____________________ 184J____ | | ||========================== ===============================|| | 2No12 H 154.| 0.TO |658| 2No12|H 154.1064.TO 1797 | | 11*10c/c 77 | | | | | | | | 11*10c/c 77 | | |2No12 H| 46. 252.TO 1470 | | | | | | | ===================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
169
===================================================================== BEAM NO. 309 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1003. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 87. 875. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 502.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 526. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 436. 1003. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 1003.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 212
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 0/ 12 84. 0./ 1. 0./ 0. 0/ 12 167. 0./ 0. 0./ 0. 4/ 12 251. 0./ 0. 0./ 0. 12/ 3 334. 1./ 0. 0./ 0. 12/ 3 418. 1./ 0. 0./ 0. 12/ 3 502. 1./ 0. 0./ 0. 12/ 3 585. 1./ 0. 0./ 0. 12/ 3 669. 1./ 0. 0./ 0. 12/ 3 752. 0./ 0. 0./ 0. 12/ 3 836. 0./ 0. 0./ 0. 2/ 12 920. 0./ 1. 0./ 0. 2/ 12 1003. 0./ 2. 0./ 0. 3/ 12
B E A M N O. 309 D E S I G N R E S U L T S - SHEAR
170
AT START SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
AT END SUPPORT - Vu= 0.25 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 352. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 213
___ 184J____________________ 1003X 150X 200_____________________ 103J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 526| |2No12 H 154. 436.TO 1003 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |87.TO| 875 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 311 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 800. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 45. 722. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.03 KN-MET AT 400.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 492. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 275. 800. NO YES |----------------------------------------------------------------|
171
| CRITICAL NEG MOMENT= 0.05 KN-MET AT 800.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 214
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 5/ 12 67. 0./ 1. 0./ 0. 5/ 12 133. 0./ 0. 0./ 0. 5/ 12 200. 0./ 0. 0./ 0. 12/ 4 267. 0./ 0. 0./ 0. 12/ 4 333. 0./ 0. 0./ 0. 12/ 4 400. 0./ 0. 0./ 0. 12/ 4 467. 0./ 0. 0./ 0. 12/ 4 533. 0./ 0. 0./ 0. 12/ 4 600. 0./ 0. 0./ 0. 12/ 4 667. 0./ 0. 0./ 0. 2/ 12 733. 0./ 1. 0./ 0. 2/ 12 800. 0./ 1. 0./ 0. 2/ 12
B E A M N O. 311 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
AT END SUPPORT - Vu= 0.18 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 250. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 215
___ 185J____________________ 800X 150X 200_____________________ 102J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 492|2No12 H|154. 275.TO 800 | | | | 5*10c/c 77 | | | | | | 5*10c/c 77 | | 2No12|H 46. |45.TO 722 | | | | | | | ================================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
172
===================================================================== BEAM NO. 313 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1302. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 149. 1098. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.07 KN-MET AT 651.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 576. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.14 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 672. 1302. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.14 KN-MET AT 1302.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 216
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 3. 0./ 0. 4/ 12 108. 0./ 1. 0./ 0. 4/ 12 217. 0./ 0. 0./ 0. 4/ 12 325. 0./ 0. 0./ 0. 12/ 5 434. 1./ 0. 0./ 0. 12/ 5 542. 1./ 0. 0./ 0. 12/ 5 651. 1./ 0. 0./ 0. 12/ 5 759. 1./ 0. 0./ 0. 12/ 5 868. 1./ 0. 0./ 0. 12/ 5 976. 0./ 0. 0./ 0. 12/ 5 1085. 0./ 0. 0./ 0. 0/ 12 1193. 0./ 1. 0./ 0. 0/ 12 1302. 0./ 3. 0./ 0. 5/ 12
B E A M N O. 313 D E S I G N R E S U L T S - SHEAR
173
AT START SUPPORT - Vu= 0.36 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 501. MM
AT END SUPPORT - Vu= 0.36 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 501. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 217
___ 186J____________________ 1301X 150X 200_____________________ 94J____ | | ||================================ ====================================|| | 2No12 H 154. 0.TO |576 | | 2No12 H|154.|672.TO 1302 | | 8*10c/c 77 | | | | | | | | 8*10c/c 77 | | 2No12 H |46. 149.TO 1098 | | | | | | | ========================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 317 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.52 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES
174
|----------------------------------------------------------------| | CRITICAL NEG MOMENT= 1.05 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 218
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 19. 0./ 1. 6/ 12 85. 0./ 10. 0./ 1. 6/ 12 169. 0./ 3. 0./ 0. 6/ 12 254. 2./ 0. 0./ 0. 12/ 5 339. 6./ 0. 0./ 0. 12/ 5 423. 9./ 0. 0./ 0. 12/ 5 508. 10./ 0. 1./ 0. 12/ 5 593. 9./ 0. 0./ 0. 12/ 5 677. 6./ 0. 0./ 0. 12/ 5 762. 2./ 0. 0./ 0. 12/ 5 847. 0./ 3. 0./ 0. 4/ 12 931. 0./ 10. 0./ 1. 4/ 12 1016. 0./ 19. 0./ 1. 5/ 12
B E A M N O. 317 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 1.80 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 1.80 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 219
___ 188J____________________ 1016X 150X 200_____________________ 189J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
175
===================================================================== BEAM NO. 325 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 220
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 2/ 12 254. 0./ 0. 0./ 0. 12/ 5 339. 1./ 0. 0./ 0. 12/ 5 423. 1./ 0. 0./ 0. 12/ 5 508. 1./ 0. 0./ 0. 12/ 5 593. 1./ 0. 0./ 0. 12/ 5 677. 1./ 0. 0./ 0. 12/ 5 762. 0./ 0. 0./ 0. 12/ 5 847. 0./ 0. 0./ 0. 4/ 12 931. 0./ 1. 0./ 0. 4/ 12 1016. 0./ 2. 0./ 0. 5/ 12
B E A M N O. 325 D E S I G N R E S U L T S - SHEAR
176
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 221
___ 192J____________________ 1016X 150X 200_____________________ 193J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 329 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
177
3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 222
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 4/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 2/ 12 254. 0./ 0. 0./ 0. 12/ 5 339. 1./ 0. 0./ 0. 12/ 5 423. 1./ 0. 0./ 0. 12/ 5 508. 1./ 0. 0./ 0. 12/ 5 593. 1./ 0. 0./ 0. 12/ 5 677. 1./ 0. 0./ 0. 12/ 5 762. 0./ 0. 0./ 0. 12/ 5 847. 0./ 0. 0./ 0. 2/ 12 931. 0./ 1. 0./ 0. 2/ 12 1016. 0./ 2. 0./ 0. 5/ 12
B E A M N O. 329 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 223
___ 194J____________________ 1016X 150X 200_____________________ 195J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | |
178
|___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 331 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 224
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 4/ 12 254. 0./ 0. 0./ 0. 12/ 3 339. 1./ 0. 0./ 0. 12/ 3 423. 1./ 0. 0./ 0. 12/ 3 508. 1./ 0. 0./ 0. 12/ 3 593. 1./ 0. 0./ 0. 12/ 3 677. 1./ 0. 0./ 0. 12/ 3 762. 0./ 0. 0./ 0. 12/ 3 847. 0./ 0. 0./ 0. 4/ 12 931. 0./ 1. 0./ 0. 4/ 12 1016. 0./ 2. 0./ 0. 5/ 12
179
B E A M N O. 331 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 225
___ 195J____________________ 1016X 150X 200_____________________ 87J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 334 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 965. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 79. 846. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 483.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 520. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4
180
3 154. 2 - 12MM 405. 965. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.08 KN-MET AT 965.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 226
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 2/ 12 80. 0./ 1. 0./ 0. 2/ 12 161. 0./ 0. 0./ 0. 2/ 12 241. 0./ 0. 0./ 0. 12/ 4 322. 0./ 0. 0./ 0. 12/ 4 402. 1./ 0. 0./ 0. 12/ 4 483. 1./ 0. 0./ 0. 12/ 4 563. 1./ 0. 0./ 0. 12/ 4 643. 0./ 0. 0./ 0. 12/ 4 724. 0./ 0. 0./ 0. 12/ 4 804. 0./ 0. 0./ 0. 2/ 12 885. 0./ 1. 0./ 0. 2/ 12 965. 0./ 1. 0./ 0. 2/ 12
B E A M N O. 334 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.24 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
AT END SUPPORT - Vu= 0.24 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 333. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 227
___ 196J____________________ 965X 150X 200_____________________ 197J____ | | ||=========================================================================|| | 2No12 H|154. |0.TO 520 | 2No12|H 154.|405.TO| 965 | | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H 46. 79.TO 846 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | |
181
| | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 335 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 228
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 2/ 12 85. 0./ 1. 0./ 0. 2/ 12 169. 0./ 0. 0./ 0. 2/ 12 254. 0./ 0. 0./ 0. 12/ 6 339. 1./ 0. 0./ 0. 12/ 6 423. 1./ 0. 0./ 0. 12/ 6 508. 1./ 0. 0./ 0. 12/ 6 593. 1./ 0. 0./ 0. 12/ 6 677. 1./ 0. 0./ 0. 12/ 6 762. 0./ 0. 0./ 0. 12/ 6 847. 0./ 0. 0./ 0. 2/ 12 931. 0./ 1. 0./ 0. 2/ 12 1016. 0./ 2. 0./ 0. 5/ 12
182
B E A M N O. 335 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 229
___ 197J____________________ 1016X 150X 200_____________________ 198J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 336 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 1016. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 90. 884. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.04 KN-MET AT 508.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 528. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
183
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 446. 1016. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.09 KN-MET AT 1016.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 230
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 2. 0./ 0. 0/ 12 85. 0./ 1. 0./ 0. 0/ 12 169. 0./ 0. 0./ 0. 0/ 12 254. 0./ 0. 0./ 0. 12/ 5 339. 1./ 0. 0./ 0. 12/ 5 423. 1./ 0. 0./ 0. 12/ 5 508. 1./ 0. 0./ 0. 12/ 5 593. 1./ 0. 0./ 0. 12/ 5 677. 1./ 0. 0./ 0. 12/ 5 762. 0./ 0. 0./ 0. 12/ 5 847. 0./ 0. 0./ 0. 4/ 12 931. 0./ 1. 0./ 0. 4/ 12 1016. 0./ 2. 0./ 0. 5/ 12
B E A M N O. 336 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
AT END SUPPORT - Vu= 0.26 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 358. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 231
___ 198J____________________ 1016X 150X 200_____________________ 94J____ | | ||=========================================================================|| | 2No12 H 154.| 0.TO 528| | 2No12 H 154. 446.TO 1016 | | | 6*10c/c 77 | | | | | | | 6*10c/c 77 | | 2No12 H| 46. |90.TO| 884 | | | | | | | ============================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | |
184
| | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 337 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.02 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.04 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.04 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 232
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 2/ 12 58. 0./ 0. 0./ 0. 2/ 12 116. 0./ 0. 0./ 0. 2/ 12 175. 0./ 0. 0./ 0. 12/ 5 233. 0./ 0. 0./ 0. 12/ 5 291. 0./ 0. 0./ 0. 12/ 5 349. 0./ 0. 0./ 0. 12/ 5 407. 0./ 0. 0./ 0. 12/ 5 466. 0./ 0. 0./ 0. 12/ 5 524. 0./ 0. 0./ 0. 12/ 5 582. 0./ 0. 0./ 0. 2/ 12 640. 0./ 0. 0./ 0. 2/ 12 698. 0./ 1. 0./ 0. 3/ 12
185
B E A M N O. 337 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.14 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.14 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 233
___ 196J____________________ 698X 150X 200_____________________ 98J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 340 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 2997. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 494. 2378. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 4.55 KN-MET AT 1499.MM, LOAD 12| | REQD STEEL= 82.MM2, ROW=0.0036, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 858. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.10 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 171.MM2, ROW=0.0074, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------|
186
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 2014. 2997. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 9.10 KN-MET AT 2997.MM, LOAD 12| | REQD STEEL= 171.MM2, ROW=0.0074, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 234
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 183. 0./ 9. 5/ 12 250. 0./ 95. 0./ 5. 5/ 12 500. 0./ 28. 0./ 2. 5/ 12 749. 21./ 0. 1./ 0. 12/ 4 999. 57./ 0. 3./ 0. 12/ 4 1249. 80./ 0. 4./ 0. 12/ 4 1499. 87./ 0. 5./ 0. 12/ 4 1748. 80./ 0. 4./ 0. 12/ 0 1998. 57./ 0. 3./ 0. 12/ 0 2248. 21./ 0. 1./ 0. 12/ 0 2498. 0./ 28. 0./ 2. 6/ 12 2747. 0./ 95. 0./ 5. 4/ 12 2997. 0./ 183. 0./ 9. 4/ 12
B E A M N O. 340 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 6.80 KNS Vc= 18.76 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
AT END SUPPORT - Vu= 6.80 KNS Vc= 18.76 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 1349. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 235
___ 98J____________________ 2997X 150X 200_____________________ 203J____ | | ||==================== ========================|| | 2No12 H 154.| |0.TO 858 2No12|H|154.2014.TO 2997 | | 19*10c/c 77 | | | | | | | | |19*10c/c 77 | | |2No12|H| 46. 494.TO 2378 | | | | | | | ================================================= | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | | | oo | | oo | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | | | | | | | | | |
187
| | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________|
===================================================================== BEAM NO. 342 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05 LEN - 698. MM FY - 414. FC - 25. MPA, SIZE - 150. X 200. MMS LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 46. 2 - 12MM 23. 646. NO NO |----------------------------------------------------------------| | CRITICAL POS MOMENT= 0.02 KN-MET AT 349.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 2 154. 2 - 12MM 0. 475. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.04 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 3 154. 2 - 12MM 194. 698. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 0.04 KN-MET AT 698.MM, LOAD 12| | REQD STEEL= 77.MM2, ROW=0.0033, ROWMX=0.0194 ROWMN=0.0033 | | MAX/MIN/ACTUAL BAR SPACING= 281./ 37./ 58. MMS | | REQD. DEVELOPMENT LENGTH = 371. MMS | |----------------------------------------------------------------| DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 236
Cracked Moment of Inertia Iz at above location = 2690.4 cm^4 REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET ) 0. 0./ 1. 0./ 0. 0/ 12 58. 0./ 0. 0./ 0. 0/ 12 116. 0./ 0. 0./ 0. 0/ 12 175. 0./ 0. 0./ 0. 12/ 5 233. 0./ 0. 0./ 0. 12/ 2 291. 0./ 0. 0./ 0. 12/ 2 349. 0./ 0. 0./ 0. 12/ 2 407. 0./ 0. 0./ 0. 12/ 2 466. 0./ 0. 0./ 0. 12/ 2 524. 0./ 0. 0./ 0. 12/ 2 582. 0./ 0. 0./ 0. 5/ 12 640. 0./ 0. 0./ 0. 5/ 12 698. 0./ 1. 0./ 0. 5/ 12
188
B E A M N O. 342 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 0.14 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
AT END SUPPORT - Vu= 0.14 KNS Vc= 19.55 KNS Vs= 0.00 KNS Tu= 0.00 KN-MET Tc= 0.4 KN-MET Ts= 0.0 KN-MET LOAD 1 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 10 MM 2-LEGGED STIRRUPS AT 77. MM C/C FOR 199. MM
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 237
___ 203J____________________ 698X 150X 200_____________________ 94J____ | | ||=========================================================================|| | 2No12 H 154. 0.TO 24752 H|154. 194.TO 698 | | | | | 4*10c/c 77 | | | | 4*10c/c 77 | | |2No12 H |46. 23.TO 646 | | | | | | ===================================================================== | | | |___________________________________________________________________________| ___________ ___________ ___________ ___________ ___________ | | | | | | | | | | | oo | | oo | | oo | | oo | | oo | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | | | | | | | | | | | 2#12 | | 2#12 | | 2#12 | | | | | | oo | | oo | | oo | | | | | | | | | | | | | |___________| |___________| |___________| |___________| |___________| ********************END OF BEAM DESIGN************************** 315. DESIGN COLUMN 1 TO 14 25 31 33 TO 36 47 49 51 52 56 62 63 66 TO 79 90 96 98 - 316. 99 TO 101 112 114 116 117 121 127 128 141 TO 156 333 DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 238
==================================================================== COLUMN NO. 1 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 594.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
189
953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 158.52 8.53 0.01793 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 158.52 12.64 0.02658 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 2 DESIGN PER ACI 318-05 - AXIAL + BENDING
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 239
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 552.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 134.42 6.67 0.01653 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 134.42 12.64 0.03135 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00
190
| * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 3 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 240
4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 63.87 5.04 0.02630 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 63.87 12.98 0.06775 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
191
==================================================================== COLUMN NO. 4 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 699.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 241
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 45.34 5.54 0.04076 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 45.34 12.98 0.09542 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 5 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
192
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 168.74 8.53 0.01685 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 242
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 168.74 13.35 0.02638 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 6 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 144.64 6.67 0.01536 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 144.64 13.35 0.03078 --------------------------------------------------------
193
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 243
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 7 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 101.55 4.27 0.01400 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 101.55 13.37 0.04388 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 244
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47
194
| * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 8 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 699.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 178.21 8.10 0.01514 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 178.21 14.41 0.02695 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 245
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 9 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
195
4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 159.72 6.67 0.01391 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 159.72 14.41 0.03006 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 246
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 10 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 95.84 3.58 0.01244 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) --------------------------------------------------------
196
P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 95.84 14.37 0.04997 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 247
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 11 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 68.50 5.04 0.02452 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 68.50 13.17 0.06411 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 248
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43
197
COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 12 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 699.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 49.98 5.54 0.03698 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 49.98 13.17 0.08787 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 249
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 13 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED
198
AREA OF STEEL REQUIRED = 678.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 86.80 5.04 0.01935 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 86.80 13.94 0.05353 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 250
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 14 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 720.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 68.28 5.54 0.02707
199
-------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 68.28 13.94 0.06805 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 251
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 25 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 77.54 5.04 0.02167 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 77.54 13.55 0.05826 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 252
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20
200
Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 31 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 615.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 163.13 8.10 0.01654 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 163.13 13.35 0.02729 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 253
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
====================================================================
201
COLUMN NO. 33 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 552.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 124.63 5.12 0.01369 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 124.63 13.35 0.03572 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 254
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 34 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 636.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 21 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
202
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 127.12 5.13 0.01344 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 127.12 14.37 0.03767 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 255
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 35 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 552.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 116.58 4.50 0.01286 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 116.58 13.35 0.03819 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 256
203
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 36 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 510.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 110.81 3.76 0.01131 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 110.81 12.98 0.03905 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 257
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING
204
P-tens|* MOMENT |
==================================================================== COLUMN NO. 47 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 105.95 4.27 0.01342 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 105.95 13.55 0.04263 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 258
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 49 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 573.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 20 END 0.650
205
(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 129.48 5.12 0.01318 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 129.48 13.69 0.03525 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 259
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 51 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 657.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 73.14 5.04 0.02297 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
206
953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 73.14 13.37 0.06093 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 260
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 52 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 699.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 54.61 5.54 0.03384 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 54.61 13.37 0.08160 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 261
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94
207
Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 56 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 720.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 59.01 5.54 0.03132 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 59.01 13.55 0.07655 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 262
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 62 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 678.0 SQ. MM
208
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 59.87 5.28 0.02937 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 59.87 13.17 0.07335 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 263
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 63 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, RECT SIZE - 150.0 X 200.0 MMS, TIED AREA OF STEEL REQUIRED = 678.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 2.681 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 230.48 34.20 148.4 M0 P-tens. Des.Pn Des.Mn e/h 22.92 -332.71 64.50 5.28 0.02726 --------------------------------------------------------
209
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 953.12 762.49 167.49 20.86 124.6 M0 P-tens. Des.Pn Des.Mn e/h 15.25 -332.71 64.50 13.37 0.06908 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 264
Pn Mn Pn Mn (@ Z ) | 703.84 17.77 351.92 31.83 P0 |* 645.19 21.15 293.27 33.00 | * 586.53 24.05 234.61 34.20 Pn,max|__* 527.88 26.40 175.96 32.24 | * 469.23 28.59 117.31 29.48 Pn | * 410.57 30.56 58.65 26.17 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 703.84 12.22 351.92 19.43 COMPRESSION| * 645.19 14.46 293.27 19.94 Pb|-------*Mb 586.53 16.16 234.61 20.38 | * 527.88 17.21 175.96 20.78 ___________|____*_______ 469.23 18.09 117.31 19.44 | * M0 Mn, 410.57 18.82 58.65 17.47 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 66 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 540.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 85.62 12.14 0.04727 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 85.62 1.66 0.00645 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 265
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70
210
| * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 67 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 15 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 71.60 10.06 0.04685 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 71.60 3.29 0.01533 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 266
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
====================================================================
211
COLUMN NO. 68 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 461.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 34.41 3.25 0.03153 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 34.41 8.49 0.08224 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 267
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 69 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) --------------------------------------------------------
212
P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 24.75 3.54 0.04765 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 24.75 8.49 0.11431 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 268
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 70 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 587.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 95.30 12.14 0.04247 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 95.30 2.55 0.00893 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 269
213
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 71 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 79.17 10.82 0.04555 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 79.17 2.55 0.01075 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 270
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT
214
|
==================================================================== COLUMN NO. 72 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 414.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 15 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 52.01 8.75 0.05606 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 52.01 2.76 0.01767 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 271
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 73 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 650.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
215
TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 86.84 11.84 0.04543 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 86.84 3.85 0.01479 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 272
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 74 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 587.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 72.99 10.82 0.04941 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8
216
M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 72.99 3.85 0.01759 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 273
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 75 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 477.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 42.98 8.62 0.06684 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 42.98 3.85 0.02988 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 274
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25
217
| * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 76 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 461.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 36.08 3.25 0.03007 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 36.08 8.68 0.08021 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 275
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 77 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 508.5 SQ. MM
218
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 26.42 3.54 0.04464 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 26.42 8.68 0.10951 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 276
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 78 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 508.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 42.67 3.25 0.02542 --------------------------------------------------------
219
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 42.67 9.44 0.07376 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 277
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 79 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 540.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 33.02 3.54 0.03572 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 33.02 9.44 0.09532 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 278
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89
220
Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 90 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 477.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 39.33 3.25 0.02758 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 39.33 9.06 0.07676 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 279
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 96 DESIGN PER ACI 318-05 - AXIAL + BENDING
221
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 555.8 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 91.55 11.83 0.04309 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 91.55 2.55 0.00930 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 280
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 98 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 445.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM)
222
655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 65.77 9.72 0.04926 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 65.77 2.55 0.01294 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 281
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 99 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 524.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 17 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 58.01 9.72 0.05586 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 58.01 3.85 0.02214 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 282
Pn Mn Pn Mn (@ Z )
223
| 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 100 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 414.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 15 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 60.76 9.14 0.05015 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 60.76 2.76 0.01513 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 283
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
224
==================================================================== COLUMN NO. 101 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 461.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 15 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 51.18 9.14 0.05954 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 51.18 3.29 0.02145 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 284
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 112 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 429.8 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM
225
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 54.14 2.82 0.01736 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 54.14 9.06 0.05577 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 285
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 114 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 461.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 16 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 70.37 9.72 0.04604 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h
226
14.52 -332.71 70.37 2.98 0.01411 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 286
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 116 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 477.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 37.75 3.25 0.02874 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 37.75 8.87 0.07837 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 287
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70
227
___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 117 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 508.5 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 28.09 3.54 0.04199 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 28.09 8.87 0.10529 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 288
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 121 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 524.2 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI
228
---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 29.68 3.54 0.03974 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 29.68 9.06 0.10172 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 289
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 127 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 31.58 3.39 0.03576 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
229
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 31.58 8.68 0.09164 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 290
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 128 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED AREA OF STEEL REQUIRED = 492.7 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 16 MM 3.574 19 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 33.25 3.39 0.03396 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 793.74 634.99 107.62 18.06 167.8 M0 P-tens. Des.Pn Des.Mn e/h 14.52 -332.71 33.25 8.87 0.08897 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 291
Pn Mn Pn Mn (@ Z ) | 586.15 9.90 293.07 16.25 P0 |* 537.30 11.81 244.23 16.77 | * 488.46 13.32 195.38 17.25 Pn,max|__* 439.61 14.22 146.54 17.70 | * 390.77 14.98 97.69 17.89 Pn | * 341.92 15.66 48.85 16.27
230
NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 586.15 9.90 293.07 16.25 COMPRESSION| * 537.30 11.81 244.23 16.77 Pb|-------*Mb 488.46 13.32 195.38 17.25 | * 439.61 14.22 146.54 17.70 ___________|____*_______ 390.77 14.98 97.69 17.89 | * M0 Mn, 341.92 15.66 48.85 16.27 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 141 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.82 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.82 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 292
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 142 DESIGN PER ACI 318-05 - AXIAL + BENDING
231
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 14.59 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 14.59 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 293
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 143 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
232
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00011 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 294
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 144 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.98 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.98 0.00 0.00010 --------------------------------------------------------
233
DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 295
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 145 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 6.84 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 6.84 0.00 0.00009 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 296
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40
234
| * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 146 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00003 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 5.40 0.00 0.00011 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 297
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 147 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM
235
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 4.55 0.00 0.00004 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 4.55 0.00 0.00013 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 298
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 148 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.97 0.00 0.00004 --------------------------------------------------------
236
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.97 0.00 0.00015 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 299
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 149 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.97 0.00 0.00004 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.97 0.00 0.00015 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 300
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29
237
Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 150 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 2.53 0.00 0.00007 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 2.53 0.00 0.00024 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 301
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
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==================================================================== COLUMN NO. 151 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 14.40 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 14.40 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 302
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 152 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM
239
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 10.95 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 10.95 0.00 0.00005 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 303
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 153 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 7.60 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5
240
M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 7.60 0.00 0.00008 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 304
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 154 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.11 0.00 0.00006 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 3.11 0.00 0.00019 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 305
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06
241
Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 155 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 12.38 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 12.38 0.00 0.00005 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 306
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 156 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED
242
ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 9.99 0.00 0.00002 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 9.99 0.00 0.00006 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 307
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT |
==================================================================== COLUMN NO. 333 DESIGN PER ACI 318-05 - AXIAL + BENDING
FY - 413.7 FC - 25.0 MPA, SQRE SIZE - 150.0 X 150.0 MMS, TIED ONLY MINIMUM STEEL IS REQUIRED. AREA OF STEEL REQUIRED = 225.0 SQ. MM BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ---------------------------------------------------------- 4 - 12 MM 2.011 1 END 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 10 SPACING 150.00 MM COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5
243
M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.73 0.00 0.00001 -------------------------------------------------------- COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET) -------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 655.66 524.53 147.71 14.40 97.5 M0 P-tens. Des.Pn Des.Mn e/h 9.43 -187.15 13.73 0.00 0.00004 -------------------------------------------------------- DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 308
Pn Mn Pn Mn (@ Z ) | 484.18 8.74 242.09 13.75 P0 |* 443.83 10.28 201.74 14.06 | * 403.48 11.56 161.39 14.29 Pn,max|__* 363.13 12.29 121.04 13.70 | * 322.79 12.90 80.70 12.40 Pn | * 282.44 13.38 40.35 10.89 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 484.18 8.74 242.09 13.75 COMPRESSION| * 443.83 10.28 201.74 14.06 Pb|-------*Mb 403.48 11.56 161.39 14.29 | * 363.13 12.29 121.04 13.70 ___________|____*_______ 322.79 12.90 80.70 12.40 | * M0 Mn, 282.44 13.38 40.35 10.89 | * BENDING P-tens|* MOMENT | ********************END OF COLUMN DESIGN RESULTS******************** 317. CONCRETE TAKE 318. END CONCRETE DESIGN DXF IMPORT OF RUMAH TINGGAL JL PULO MACAN. 040415.DXF -- PAGE NO. 309
************** CONCRETE TAKE OFF ************** (FOR BEAMS AND COLUMNS DESIGNED ABOVE) TOTAL VOLUME OF CONCRETE = 394.34 CU.FT BAR SIZE WEIGHT NUMBER (in lbs) -------- -------- 10 2033.78 12 1545.73 16 2169.74 ------------ *** TOTAL= 5749.24 319. FINISH
244