Beton Bertulang
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![Page 1: Beton Bertulang](https://reader035.fdokumen.com/reader035/viewer/2022071803/55cf9da2550346d033ae7b9d/html5/thumbnails/1.jpg)
ANALISIS TULANGAN 4 SISI PADA KOLOM PERSEGI
DIKETAHUI : TULANGAN D = 16 DITANYA : P DAN M APABILALUAS TULANGAN = 201 A.C = 150 MM
Fy = 400 B.C = 275 MMFc = 20 C.C = 600 (D) 285 MMB = 550 600+Fy
D = 475D' = 75D'' = 200
A.C= 150 mmJARAK KE-TULANGAN 1 = 75JARAK KE-TULANGAN 2 = 175JARAK KE-TULANGAN 3 = 275JARAK KE-TULANGAN 4 = 375JARAK KE-TULANGAN 5 = 475
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.0015 300 283 1004.8 284358.400 200 568716802 -0.0005 -100 100 402 40192.000 100 40192003 -0.0025 -500 400 402 160768.000 0 04 -0.0045 -900 400 402 160768.000 100 160768005 -0.0065 -1300 400 1004.8 401920.000 200 803840006 ND = 0,85*Fc*0,85*C*B = 1192125.000 211.25 251836406.25
TOTAL 712835.400 N 401149686.25 Nmm
A.C= 275 mmJARAK KE-TULANGAN 1 = 75JARAK KE-TULANGAN 2 = 175JARAK KE-TULANGAN 3 = 275JARAK KE-TULANGAN 4 = 375JARAK KE-TULANGAN 5 = 475
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.0022 436.363636364 383 1004.8 384838.400 200 769676802 0.0011 218.181818182 83 402 33359.360 100 33359363 0.0000 0 0 402 0.000 0 04 -0.0011 -218.181818182 400 402 160768.000 100 160768005 -0.0022 -436.363636364 400 1004.8 401920.000 200 803840006 ND = 0,85*Fc*0,85*C*B = 2185562.500 158.125 345592070.31
TOTAL 2041072.260 N 522356486.31 Nmm
75 75100 100 100 100
150
75 75100 100 100 100
275
![Page 2: Beton Bertulang](https://reader035.fdokumen.com/reader035/viewer/2022071803/55cf9da2550346d033ae7b9d/html5/thumbnails/2.jpg)
A.C= 285 mmJARAK KE-TULANGAN 1 = 75JARAK KE-TULANGAN 2 = 175JARAK KE-TULANGAN 3 = 275JARAK KE-TULANGAN 4 = 375JARAK KE-TULANGAN 5 = 475
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.0022 442.105263158 383 1004.8 384838.400 200 769676802 0.0012 231.578947368 214.5789474 402 86243.571 100 8624357.052631583 0.0001 21.0526315789 4.052631579 402 1628.834 0 04 -0.0009 -189.473684211 189.4736842 402 76153.263 100 7615326.315789475 -0.0020 -400 400 1004.8 401920.000 200 803840006 ND = 0,85*Fc*0,85*C*B = 2265037.500 153.875 348532645.31
TOTAL 2259675.041 N 522124008.68 Nmm75 75100 100 100 100
285
![Page 3: Beton Bertulang](https://reader035.fdokumen.com/reader035/viewer/2022071803/55cf9da2550346d033ae7b9d/html5/thumbnails/3.jpg)
ANALISIS TULANGAN 4 SISI PADA KOLOM LINGKARAN
DIKETAHUI : TULANGAN D = 16 SUDUT JARAK SELISIH DITANYA : P DAN M APABILALUAS TULANGAN = 201 22.5 X1 = 184.775906502 184.77 15.23 A.C = 150 MM
Fy = 400 45 X2 = 141.421356237 141.42 43.17 B.C = 275 MMFc = 20 67.5 X3 = 76.536686473 76.54 64.88 C.C = 600 (D) 285 MMB = 550 90 X4 = 0.00 200 76.54 600+Fy
D = 475D' = 75
D'' = 200
JARAK KE-TULANGAN 1 = 75JARAK KE-TULANGAN 2 = 90.23JARAK KE-TULANGAN 3 = 133.4JARAK KE-TULANGAN 4 = 198.3JARAK KE-TULANGAN 5 = 275JARAK KE-TULANGAN 6 = 351.36JARAK KE-TULANGAN 7 = 416.24JARAK KE-TULANGAN 8 = 459.41JARAK KE-TULANGAN 9 = 475
UNTUK C= 150 mm
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.0015 300 283 201 56871.680 200 113743362 0.001195 239.08 222.08 402 89258.394 184.77 16492273.3854723 0.000332 66.4 49.4 402 19854.848 141.6 2811446.47684 -0.000966 -193.12 193.12 402 77618.790 76.72 5954913.5994885 -0.002496 -499.28 400 402 160768.000 0 06 -0.004027 -805.44 400 402 160768.000 76.72 12334120.967 -0.005325 -1064.96 400 402 160768.000 141.6 22764748.88 -0.006188 -1237.64 400 402 160768.000 184.77 29705103.369 -0.006493 -1298.56 400 201 80384.000 200 16076800
10 ND = 0,85*Fc*0,85*C*B = 1192125.000 211.25 251836406.25TOTAL 557035.131 N 357440321.63 Nmm
UNTUK C= 275 mm
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.002182 436.363636364 383 201 76967.680 200 153935362 0.002016 403.134545455 383 402 153935.360 184.77 28442636.46723 0.001545 308.945454545 291.9454545 402 117338.717 141.6 16615162.34007274 0.000837 167.389090909 150.3890909 402 60444.383 76.72 4637293.095842915 0.00 0 0 402 0.000 77 06 -0.000833 -166.603636364 166.6036364 402 66961.334 76.72 5137273.508212377 -0.001541 -308.16 308.16 402 123855.667 141.6 17537962.475528 -0.002012 -402.349090909 400 402 160768.000 184.77 29705103.369 -0.002178 -435.578181818 400 201 80384.000 200 16076800
10 ND = 0,85*Fc*0,85*C*B = 2185562.500 158.125 345592070.31TOTAL 2162279.640 N 479137837.56 Nmm
a1 =a2 =a3 =a4 =
7575 400
7575 43.1776.5476.5443.1715.2364.8864.8815.23
A. C = 150
B. C= 275
C. C = 285
![Page 4: Beton Bertulang](https://reader035.fdokumen.com/reader035/viewer/2022071803/55cf9da2550346d033ae7b9d/html5/thumbnails/4.jpg)
UNTUK C= 285 mm
REGANGAN REGANGAN*E TEGANGAN LUAS GAYA JARAK MOMEN1 0.002211 442.105263158 383 201 76967.680 200 153935362 0.00205 410.042105263 383 402 153935.360 184.77 28442636.46723 0.001596 319.157894737 302.1578947 402 121443.301 141.6 17196371.42905264 0.000913 182.568421053 165.5684211 402 66545.260 76.72 5105352.331048425 0.000107 21.4315789474 4.431578947 402 1781.140 77 136649.0769515796 -0.000699 -139.705263158 139.7052632 402 56150.339 76.72 4307854.036345277 -0.001381 -276.294736842 276.2947368 402 111048.381 141.6 15724450.69743168 -0.001836 -367.178947368 367.1789474 402 147576.563 184.77 27267721.45798749 -0.001996 -399.242105263 399.2421053 201 80231.693 200 16046338.6947368
10 ND = 0,85*Fc*0,85*C*B = 2265037.500 153.875 348532645.31TOTAL 2290703.265 N 478153555.50 Nmm