Hitungan Str Kost Pogung

130
HITUNGAN STRUKTUR BANGUNAN RUMAH TINGGAL 5 LANTAI & SEMI BASEMENT IBU SUGIYANTI DARMADI KARANGWUNI RT/RW 01/01 CATURTUNGGAL – DEPOK – SLEMAN YOGYAKARTA Y O G Y A K A R T A SEPTEMBER – 2013

description

gambar struktur kos yang jadi hotel

Transcript of Hitungan Str Kost Pogung

Page 1: Hitungan Str Kost Pogung

HITUNGAN STRUKTUR BANGUNAN RUMAH TINGGAL 5 LANTAI & SEMI BASEMENT

IBU SUGIYANTI DARMADI KARANGWUNI RT/RW 01/01 CATURTUNGGAL – DEPOK – SLEMAN

YOGYAKARTA

Y O G Y A K A R T A SEPTEMBER – 2013

Page 2: Hitungan Str Kost Pogung

i

HITUNGAN STRUKTUR PROYEK : IBU SUGIYANTI DARMADI – YOGYAKARTA PEKERJAAN : BANGUNAN RUMAH TINGGAL – 5 LANTAI & BASEMENT LOKASI : KARANGWUNI – CATURTUNGGAL DEPOK – SLEMAN –YOGYAKARTA ________________________________________________________________________________ PEDOMAN HITUNGAN 1. Peraturan Pembebanan untuk Rumah dan Gedung SNI 03-1727-1989 2. Peraturan Beton Indonesia 2. Persyaratan Umum Bahan Bangunan Indonesia 1982 3. Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung SNI 03-2847-2002 4. Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung SNI 03-1726-2002 5. Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung SNI 03-1729-2002 6. AISC LRFD – 1993 7. Peraturan Konstruksi Kayu Indonesia 1961 MUTU BAHAN RENCANA 1. Beton fc’ = 20 MPa 2. Baja Tulangan fy = 240 MPa untuk Baja POLOS (P) fy = 400 MPa untuk Baja DEFORMASIAN (D) 3. Baja Profil BJ 37 dengan fy=240 MPa (fu=370 MPa) untuk profil WF 4. Baut non-fulldrat HTB fu = 635 MPa dengan tegangan leleh min. fy = 400 MPa 5. Las E420-10 fuw = 436 MPa dengan tegangan leleh min. fyw = 351 MPa STATIKA KONSTRUKSI 1. Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung SNI 03-2847-2002 2. Grafik dan Tabel Perhitungan Beton Bertulang, W.C. Vis dan Gideon Kusuma 3. SAP2000 Software, by Edward L. Wilson and Ashraf Habibullah. 4. ETABS Versi 8.45 Software, CSI Inc 2004, Berkeley. ANALISIS ELEMEN STRUKTUR 1. Tabel Peraturan Beton Indonesia 1971 (PBI ‘71) untuk analisis pelat beton. 2. Grafik dan Tabel Perhitungan Beton Bertulang, W.C. Vis dan Gideon Kusuma atau diprogram

dengan Casio FX-880P / Casio FX-4500P. 3. Software TRUSS 2010 oleh Haryanto YW untuk perancangan profil baja siku. 4. Software IKOLAT 2000 oleh Haryanto YW untuk perancangan kolom beton. 5. Software BETABS 2007 oleh Haryanto YW untuk perancangan balok. ANALISIS BEBAN GEMPA 1. Yogyakarta masuk dalam wilayah gempa 3 menurut SNI 03-1726-2002 2. Struktur dianggap berdiri diatas tanah sedang 3. Koefisien keutamaan untuk bangunan diambil 1,0 4. Beban gempa direncanakan oleh ETABS dengan cara memberikan koefisiean gempa dasar yang

sesuai dengan waktu getar alami dari analisis dinamik strukturnya.

Yogyakarta, 30 September 2013

Dihitung oleh :

Ir. Haryanto YW, MT. Anggota HAKI No. 93033

Page 3: Hitungan Str Kost Pogung

ii

DAFTAR ISI

Halaman

1. Denah Rencana Atap ................................................................................ 1

2. Denah Rencana Pelat Lantai .................................................................... 2

3. Rencana Pelat .......................................................................................... 6

4. Rencana Tangga ...................................................................................... 7

5. Nomor Elemen .......................................................................................... 10

6. Input Data ................................................................................................. 16

7. Gaya Rencana Balok ................................................................................ 27

8. Analisis Balok ............................................................................................ 74

9. Rencana Balok .......................................................................................... 93

10. Gaya Rencana Kolom ............................................................................... 103

11. Diagram Interaksi Kolom ........................................................................... 115

12. Rencana Kolom ........................................................................................ 117

13. Denah Rencana Pondasi & Sloof .............................................................. 122

14. Rencana Pondasi ...................................................................................... 123

15. Output beban rencana pondasi.................................................................. 125

16. Rencana Sloof .......................................................................................... 127

Page 4: Hitungan Str Kost Pogung

No.Lembar : 1

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

YW-2534

DENAH RENCANA PELAT ATAP

DENAH RENCANA PELAT LANTAI-4

Page 5: Hitungan Str Kost Pogung

No.Lembar : 2

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

DENAH RENCANA PELAT LANTAI-3

Page 6: Hitungan Str Kost Pogung

No.Lembar : 3

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

DENAH RENCANA PELAT LANTAI-2

Page 7: Hitungan Str Kost Pogung

No.Lembar : 4

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

DENAH RENCANA PELAT LANTAI-1

Page 8: Hitungan Str Kost Pogung

No.Lembar : 5

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

DENAH RENCANA PELAT LANTAI-DASAR

Page 9: Hitungan Str Kost Pogung

No.Lembar : 6

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

PEMBEBANAN PELATTebal B. Volume(mm) (kN/m3)

1. Berat sendiri 120 242. Beban plafon - -3. Beban ubin + spesi 50 214. Beban pasir 30 195. Lain-lain

1. Berat sendiri 100 242. Beban plafon - -3. Beban ubin + spesi4. Beban pasir 195. Finishing 30 21

1. Berat sendiri 120 242. Beban plafon - -3. Beban ubin + spesi 50 214. Beban pasir 30 195. Railing 100 25

PENULANGAN PELAT Mutu beton fc' = 20 MPa Mutu baja fy = 240 MPa

Koef. Mu Vu φ Vc A

0,001 x kN m kN kN mm2 mm2T. Bagi

2.033 Mtx 61.8 4.904 13.224 55.902 260 P 10 - 200 393 P8-200Mlx 61.8 4.904 260 #

L y = 6.100 W u = Mty 34.4 2.730 240 P 10 - 200 393 P8-200L x = 3.000 8.816 Mly 34.4 2.730 240 #h t = 120 kN/m2

1.250 Mtx 48.2 2.499 8.639 44.721 200 P 8 - 200 251 P8-200Mlx 48.2 2.499 200 #

L y = 3.750 W u = Mty 38.0 1.969 200 P 8 - 200 251 P8-200L x = 3.000 5.759 Mly 38.0 1.969 200 #h t = 100 kN/m2

1.200 Mtx 500.0 9.231 14.770 55.902 498 P 10 - 100 785 -Mlx //

L y = 1.50 W u = Mty 125.0 2.308 228 P 8 - 200 251 -L x = 1.250 11.816 Mly //h t = 120 kN/m2

YW-2013

2.000

1.200

2.000

Dipasang Tulangan

Tul. Pokok

Fungsi Pelat

Pelat Rg.

Tidur

Pelat Dag

Macam Pembebanan

Tipe Pelat

Pelat Luifel

Kondisi Tumpuan

A Rg.

Tidur

B Atap Dag

C Luifel

Ly/Lx Arah

0.0000.0000.620

3.200

8.816

1.0500.5700.000

1.800

2.400

4.680

0.180

0.1802.880

Beban Pelat (D ) Wu =1,2DL +1,6LLBeban Mati (SD )(kN/m2)(kN/m2) (kN/m2)

Bb. Hidup(kN/m2)

0.800 5.759

2.8800.180

0.570

7.180 4.300 11.816

2.500

1.050

Page 10: Hitungan Str Kost Pogung

No.Lembar : 7

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

RENCANA TANGGA UTAMA:

DENAH RENCANA TANGGA

fc' : MPa fy : MPaOptrede : mm Sudut α : 0

Antrede : mm Tebal pelat tangga : mm13030.763

20175294

400

Beban DL Tangga:- Berat sendiri : x = kN/m2

- Berat anak tangga : x = kN/m2

- Berat ubin dan spesi : x = kN/m2

- Berat railiing : diperkirakan = kN/m2

DL Tangga = kN/m2

1.050

7.7811.000

151 24.088 24.050 21.0

3.6312.100

Beban DL Bordes:- Berat sendiri : x = kN/m2

- Berat ubin dan spesi : x = kN/m2

- Berat tangga : 7.781 x 1.325 = kN/m2

DL Bordes = kN/m2

3.1201.05010.31014.480

13050

24.021.0

a : m R D1 : kNb : m R L1 : kNh : m R D2 : kNx : m R L2 : kN

1.4002.062

16.041

21.6783.750

3.750

2.4751.275

Beban LL Tangga: kN/m22.000

GAYA RENCANA: M DX = kNm Mu = kNm A = mm2

M LX = kNm Vu = kNm Vc = kN Ok !Digunakan tul. Pokok : D − → A pokok = mm2

Tulangan susut : P − → A susut = mm28 200

885251

13 15078.3

kNm20.32925.249

65316.5353.481

25.412= M UX

BALOK BORDES( X ) Beban DL balok: Bentang L = m

- Berat sendiri : kN/m'- Berat tangga : kN/m'- Berat dinding : kN/m'

DL balok : kN/m' LL balok: kN/m'

M D = kNm V D = kNM L = kNm V L = kN

M U = kNm A = mm2 → 3 D V C = kN→ A V = mm2

V U = kN A' = mm2 → 2 D sengkang : 2 P 8 − Ok !1313

22.361100

0.46533.495

267134

5.75028.328

1.675

14.026

3.750

0.90021.678

9.935 23.7251.315 3.141

150 250

Page 11: Hitungan Str Kost Pogung

No.Lembar : 8

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

RENCANA TANGGA DARURAT:

DENAH RENCANA TANGGA

fc' : MPa fy : MPaOptrede : mm Sudut α : 0

Antrede : mm Tebal pelat tangga : mm

Beban DL Bordes:- Berat sendiri : x = kN/m2

- Berat ubin dan spesi : x = kN/m2

- Berat railiing : diperkirakan = kN/m2

DL Bordes = kN/m2

Beban DL Tangga:- Berat sendiri : x = kN/m2

- Berat anak tangga : x = kN/m2

- Berat ubin dan spesi : x = kN/m2

- Berat railiing : diperkirakan = kN/m2

DL Tangga = kN/m2

20175275

400

13050

24.021.0 1.050

1.000

2.100

5.170

32.471

1.000

154 24.088 24.050 21.0

3.698

130

1.050

7.848

3.120

Beban LL tangga : 2.000 kN/m2

a : m R D1 : kNb : m R L1 : kN

20.4315.350

3.8501.500

h : m R D2 : kNx : m R L2 : kN

2.8002.603

17.5405.350

GAYA RENCANA: M DX = kNm Mu = kNm A = mm2

M LX = kNm Vu = kNm Vc = kN Ok !Digunakan tul. Pokok : D − → A pokok = mm2

Tulangan susut : P − → A susut = mm2

26.5937.150

43.352= M UX kNm34.68233.077

1191

10078.3

8 2001327251

13

BALOK BORDES( X ) Beban DL balok: Bentang L = m

- Berat sendiri : kN/m'- Berat tangga : kN/m'- Berat dinding : kN/m'

DL balok : kN/m' LL balok: kN/m'

M D = kNm V D = kNM L = kNm V L = kN

M U = kNm A = mm2 → 5 D V C = kN→ A V = mm2

V U = kN A' = mm2 → 3 D sengkang : 2 P 8 − Ok !

150 300 3.000

38.142

5.350

1.08017.540

23.760 31.6806.019 8.025

286

2.50021.120

1313

27.951100

0.66450.856

571

Page 12: Hitungan Str Kost Pogung

No.Lembar : 9

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT

PONDASI TANGGA

Teg. ijin tanah = kN/m2

Sloof = xa = mm h = mm

Bb. tangga P tg = kN/mBerat sloof = kN/mBerat pondasi = kN/m

P tot = kN/m

Digunakan lebar b = mmTegangan tanah = kN/m2 >> Ok !

350

57.01

200300

800

1500

25.7811.68018.15045.611

80.00

Page 13: Hitungan Str Kost Pogung

No.Lembar : 10

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 14: Hitungan Str Kost Pogung

No.Lembar : 11

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 15: Hitungan Str Kost Pogung

No.Lembar : 12

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 16: Hitungan Str Kost Pogung

No.Lembar : 13

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 17: Hitungan Str Kost Pogung

No.Lembar : 14

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 18: Hitungan Str Kost Pogung

No.Lembar : 15

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : NOMOR ELEMEN

Page 19: Hitungan Str Kost Pogung

No.Lembar : 16

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

ETABS v8.4.5 File:DATA Units:KN-m September 26, 2013 10:36 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION ATP None 3.600 17.400 LT4 LT1 3.200 13.800 LT3 LT1 3.200 10.600 LT2 LT1 3.200 7.400 LT1 None 4.200 4.200 DSR None 3.600 0.000 BASE None -3.600 C O O R D I N A T E S Y S T E M L O C A T I O N D A T A NAME TYPE X Y ROTATION BUBBLESIZE VISIBLE GLOBAL Cartesian 0.000 0.000 0.00000 1.200 Yes C O O R D I N A T E S Y S T E M G R I D D A T A SYSTEM GRID GRID GRID GRID BUBBLE GRID NAME DIR ID TYPE HIDE LOC COORDINATE GLOBAL X Sec Yes Top -3.000 GLOBAL X Sec No Top -1.300 GLOBAL X A Primary No Bottom 0.000 GLOBAL X B Primary No Bottom 6.000 GLOBAL X C Primary No Bottom 12.000 GLOBAL X Sec No Top 15.000 GLOBAL X D Primary No Bottom 18.000 GLOBAL X E Primary No Bottom 24.000 GLOBAL X F Primary No Bottom 27.000 GLOBAL X Sec Yes Top 28.500 GLOBAL Y Sec Yes Right -1.500 GLOBAL Y 1 Primary No Left 0.000 GLOBAL Y 2 Primary No Left 6.000 GLOBAL Y Sec No Right 6.950 GLOBAL Y 3 Primary No Left 8.450 GLOBAL Y 4 Primary No Left 12.200 GLOBAL Y Sec No Right 14.450 GLOBAL Y Sec No Right 16.050 GLOBAL Y 5 Primary No Left 18.300 GLOBAL Y 6 Primary No Left 22.050 GLOBAL Y 6' Sec No Left 23.275 GLOBAL Y Sec Yes Right 25.000 P O I N T C O O R D I N A T E S POINT X Y DZ-BELOW 1 18.000 0.000 0.000 2 24.000 0.000 0.000 3 18.000 6.000 0.000 4 24.000 6.000 0.000 5 0.000 8.450 0.000 6 6.000 8.450 0.000 7 12.000 8.450 0.000 8 15.000 8.450 0.000 9 18.000 8.450 0.000 10 24.000 8.450 0.000 11 27.000 8.450 0.000 12 0.000 12.200 0.000 13 6.000 12.200 0.000 14 12.000 12.200 0.000 15 18.000 12.200 0.000 16 24.000 12.200 0.000 17 27.000 12.200 0.000 18 0.000 18.300 0.000 19 6.000 18.300 0.000 20 12.000 18.300 0.000 21 18.000 18.300 0.000 22 24.000 18.300 0.000 23 27.000 18.300 0.000 24 0.000 22.050 0.000 25 6.000 22.050 0.000 26 12.000 22.050 0.000 27 18.000 22.050 0.000 28 24.000 22.050 0.000 29 27.000 22.050 0.000 30 3.000 8.450 0.000 31 3.000 12.200 0.000 32 3.000 18.300 0.000 33 3.000 22.050 0.000 34 9.000 8.450 0.000 35 9.000 12.200 0.000 36 9.000 18.300 0.000 37 9.000 22.050 0.000 38 15.000 12.200 0.000 39 15.000 18.300 0.000 40 15.000 22.050 0.000 41 21.000 8.450 0.000 42 21.000 12.200 0.000 43 21.000 18.300 0.000 57 0.750 22.050 0.000

Page 20: Hitungan Str Kost Pogung

No.Lembar : 17

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

58 0.750 23.275 0.000 59 3.750 22.050 0.000 60 3.750 23.275 0.000 61 6.750 22.050 0.000 62 6.750 23.275 0.000 65 12.750 22.050 0.000 66 12.750 23.275 0.000 67 15.750 22.050 0.000 68 15.750 23.275 0.000 69 2.250 22.050 0.000 70 2.250 23.275 0.000 71 5.250 22.050 0.000 72 5.250 23.275 0.000 73 8.250 22.050 0.000 74 8.250 23.275 0.000 77 14.250 22.050 0.000 78 14.250 23.275 0.000 79 17.250 22.050 0.000 80 17.250 23.275 0.000 81 0.000 16.050 0.000 82 18.000 16.050 0.000 83 0.000 14.450 0.000 84 24.000 14.450 0.000 85 0.000 23.275 0.000 86 6.000 23.275 0.000 87 12.000 23.275 0.000 88 18.000 23.275 0.000 89 24.000 23.275 0.000 90 27.000 23.275 0.000 91 0.000 6.950 0.000 92 6.000 6.950 0.000 93 12.000 6.950 0.000 94 -1.300 8.450 0.000 95 -1.300 12.200 0.000 96 -1.300 18.300 0.000 97 -1.300 22.050 0.000 98 -1.300 6.950 0.000 99 18.000 6.950 0.000 100 -1.300 23.275 0.000 101 21.000 0.000 0.000 102 21.000 6.000 0.000 103 18.000 14.450 0.000 105 12.000 6.000 0.000 106 27.000 6.000 0.000 108 6.000 15.250 0.000 109 3.750 12.200 0.000 110 3.750 18.300 0.000 111 6.000 14.450 0.000 112 27.000 14.450 0.000 113 6.000 16.050 0.000 114 9.000 16.050 0.000 115 12.000 16.050 0.000 116 24.000 16.050 0.000 117 27.000 16.050 0.000 118 27.000 6.950 0.000 119 24.000 6.950 0.000 120 18.000 2.200 0.000 121 24.000 2.200 0.000 122 -1.300 15.250 0.000 123 15.000 6.000 0.000 124 15.000 23.275 0.000 125 21.000 2.200 0.000 126 18.000 4.100 0.000 127 24.000 4.100 0.000 129 21.000 22.050 0.000 130 18.000 19.300 0.000 131 24.000 19.300 0.000 132 18.000 20.300 0.000 133 24.000 20.300 0.000 C O L U M N C O N N E C T I V I T Y D A T A COLUMN I END PT J END PT I END STORY C1 1 1 Below C2 2 2 Below C3 3 3 Below C4 4 4 Below C5 5 5 Below C6 6 6 Below C7 7 7 Below C8 8 8 Below C9 9 9 Below C10 10 10 Below C11 11 11 Below C12 12 12 Below C13 13 13 Below C14 14 14 Below C15 15 15 Below C16 16 16 Below C17 17 17 Below C18 18 18 Below C19 19 19 Below C20 20 20 Below C21 21 21 Below C22 22 22 Below C23 23 23 Below C24 24 24 Below

Page 21: Hitungan Str Kost Pogung

No.Lembar : 18

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

C25 25 25 Below C26 26 26 Below C27 27 27 Below C28 28 28 Below C29 29 29 Below B E A M C O N N E C T I V I T Y D A T A BEAM I END PT J END PT B1 1 2 B2 3 4 B3 5 6 B4 6 7 B5 7 8 B6 7 9 B7 9 10 B8 10 11 B9 12 13 B10 13 14 B11 14 15 B12 15 16 B13 16 17 B14 18 19 B15 19 20 B16 20 21 B17 21 22 B18 22 23 B19 24 25 B20 25 26 B21 26 27 B22 27 28 B23 28 29 B24 5 12 B25 12 18 B26 18 24 B27 6 13 B28 13 19 B29 19 25 B30 7 14 B31 14 20 B32 20 26 B33 1 3 B34 3 9 B35 9 15 B36 15 21 B37 21 27 B38 2 4 B39 4 10 B40 10 16 B41 16 22 B42 22 28 B43 11 17 B44 17 23 B45 23 29 B46 30 31 B47 31 32 B48 32 33 B49 34 35 B50 35 36 B51 36 37 B52 8 38 B53 38 39 B54 39 40 B55 41 42 B56 42 43 B70 57 58 B71 59 60 B72 61 62 B74 65 66 B75 67 68 B76 69 70 B77 71 72 B78 73 74 B80 77 78 B81 79 80 B83 58 70 B85 60 72 B88 62 74 B93 66 78 B95 68 80 B97 81 82 B98 83 84 B99 24 85 B100 25 86 B101 26 87 B102 27 88 B103 28 89 B104 29 90 B105 91 5 B106 92 6 B107 93 7 B108 94 5 B109 95 12 B110 96 18 B111 97 24 B112 98 99 B113 100 88

Page 22: Hitungan Str Kost Pogung

No.Lembar : 19

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

B114 89 90 B115 98 100 B116 101 102 B117 102 41 B118 103 84 B120 105 7 B121 106 11 B123 105 3 B124 4 106 B125 87 88 B126 109 110 B127 95 96 B128 111 112 B129 113 114 B130 115 82 B131 116 117 B132 118 11 B133 119 118 B134 120 121 B135 122 108 B136 123 8 B137 40 124 B138 125 102 B139 126 127 B140 126 3 B141 127 4 B144 43 129 B145 87 90 B146 130 131 B147 132 133 B148 5 11 B149 12 17 B150 18 23 B151 24 29 B152 5 24 B153 6 25 B154 7 26 B155 1 27 B156 2 28 B157 11 29 M A T E R I A L L I S T B Y E L E M E N T T Y P E ELEMENT TOTAL NUMBER NUMBER TYPE MATERIAL MASS PIECES STUDS tons Column C20S400 297.55 155 Beam STEEL 0.08 2 0 Beam C20S400 450.40 388 0 Beam C20S240 2.03 15 0 Wall C20S400 0.21 Floor C20S240 605.08 M A T E R I A L L I S T B Y S E C T I O N ELEMENT NUMBER TOTAL TOTAL NUMBER SECTION TYPE PIECES LENGTH MASS STUDS meters tons K30X30 Column 6 21.600 4.76 B15X30 Beam 22 157.225 10.33 0 B20X35 Beam 18 72.975 8.21 0 K35X45 Column 34 115.200 44.40 B15X40 Beam 15 19.750 2.03 0 S35X70 Beam 11 212.500 127.41 0 B30X50 Beam 107 469.400 118.20 0 B30X45 Beam 122 530.050 114.89 0 B25X40 Beam 92 400.950 65.73 0 K40X40 Column 22 74.425 28.87 K45X55 Column 54 178.400 108.06 K45X65 Column 40 156.000 111.67 B15X20 Beam 16 153.200 5.62 0 C150 Beam 2 12.000 0.08 0 P100 Floor 57.54 P120 Floor 547.54 M A T E R I A L L I S T B Y S T O R Y ELEMENT TOTAL FLOOR UNIT NUMBER NUMBER STORY TYPE MATERIAL WEIGHT AREA WEIGHT PIECES STUDS tons m2 kg/m2 ATP Column C20S400 26.96 190.575 141.4649 22 ATP Beam STEEL 0.08 190.575 0.4055 2 0 ATP Beam C20S400 27.63 190.575 144.9915 42 0 ATP Floor C20S240 46.64 190.575 244.7319 LT4 Column C20S400 31.09 352.705 88.1494 24 LT4 Beam C20S400 52.64 352.705 149.2578 69 0 LT4 Floor C20S240 101.40 352.705 287.4986 LT3 Column C20S400 47.65 364.105 130.8804 26 LT3 Beam C20S400 58.59 364.105 160.9267 72 0 LT3 Floor C20S240 106.93 364.105 293.6783

Page 23: Hitungan Str Kost Pogung

No.Lembar : 20

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

LT2 Column C20S400 47.65 380.155 125.3546 26 LT2 Beam C20S400 65.65 380.155 172.7032 71 0 LT2 Floor C20S240 111.64 380.155 293.6783 LT1 Column C20S400 76.88 469.348 163.8125 28 LT1 Beam C20S400 66.84 469.348 142.4123 72 0 LT1 Floor C20S240 137.84 469.348 293.6783 DSR Column C20S400 67.31 342.638 196.4498 29 DSR Beam C20S400 51.62 342.638 150.6551 51 0 DSR Beam C20S240 2.03 342.638 5.9248 15 0 DSR Floor C20S240 100.63 342.638 293.6783 BASE Beam C20S400 127.41 0.000 11 0 SUM Column C20S400 297.55 2099.525 141.7248 155 SUM Beam STEEL 0.08 2099.525 0.0368 2 0 SUM Beam C20S400 450.40 2099.525 214.5239 388 0 SUM Beam C20S240 2.03 2099.525 0.9669 15 0 SUM Floor C20S240 605.08 2099.525 288.1972 TOTAL All All 1355.14 2099.525 645.4497 560 0 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR COMBAL1 ADD DEAD Static 1.4000 SDEAD Static 1.4000 COMBAL2 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 1.6000 COMBAL3 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static 1.0000 COMBAL4 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static -1.0000 COMBAL5 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EY Static 1.0000 COMBAL6 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EY Static -1.0000 COMBAL7 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static 1.0000 COMBAL8 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static -1.0000 COMBAL9 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EY Static 1.0000 COMBAL10 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EY Static -1.0000 BALOK ENVE COMBAL1 Combo 1.0000 COMBAL2 Combo 1.0000 COMBAL3 Combo 1.0000 COMBAL4 Combo 1.0000 COMBAL5 Combo 1.0000 COMBAL6 Combo 1.0000 COMBAL7 Combo 1.0000 COMBAL8 Combo 1.0000 COMBAL9 Combo 1.0000 COMBAL10 Combo 1.0000 COMBEL ADD DEAD Static 1.0000 SDEAD Static 1.0000 LIVE Static 1.0000 COMBUL ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 1.6000 COMKOL1 ADD DEAD Static 1.4000 SDEAD Static 1.4000 COMKOL2 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 1.6000 COMKOL3 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static 1.0000 EY Static 0.3000 COMKOL4 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static -1.0000 EY Static 0.3000 COMKOL5 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static -1.0000

Page 24: Hitungan Str Kost Pogung

No.Lembar : 21

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

EY Static -0.3000 COMKOL6 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static 1.0000 EY Static -0.3000 COMKOL7 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static 0.3000 EY Static 1.0000 COMKOL8 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static -0.3000 EY Static 1.0000 COMKOL9 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static -0.3000 EY Static -1.0000 COMKOL10 ADD DEAD Static 1.2000 SDEAD Static 1.2000 LIVE Static 0.6000 EX Static 0.3000 EY Static -1.0000 COMKOL11 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static 1.0000 EY Static 0.3000 COMKOL12 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static 1.0000 EY Static -0.3000 COMKOL13 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static -1.0000 EY Static -0.3000 COMKOL14 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static -1.0000 EY Static 0.3000 COMKOL15 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static 0.3000 EY Static 1.0000 COMKOL16 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static -0.3000 EY Static 1.0000 COMKOL17 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static -0.3000 EY Static -1.0000 COMKOL18 ADD DEAD Static 0.9000 SDEAD Static 0.9000 EX Static 0.3000 EY Static -1.0000 KL140 ENVE COMKOL1 Combo 1.4000 COMKOL2 Combo 1.4000 COMKOL3 Combo 1.4000 COMKOL4 Combo 1.4000 COMKOL5 Combo 1.4000 COMKOL6 Combo 1.4000 COMKOL7 Combo 1.4000 COMKOL8 Combo 1.4000 COMKOL9 Combo 1.4000 COMKOL10 Combo 1.4000 COMKOL11 Combo 1.4000 COMKOL12 Combo 1.4000 COMKOL13 Combo 1.4000 COMKOL14 Combo 1.4000 COMKOL15 Combo 1.4000 COMKOL16 Combo 1.4000 COMKOL17 Combo 1.4000 COMKOL18 Combo 1.4000 R E S P O N S E S P E C T R U M F U N C T I O N - F R O M F I L E FUNCTION NAME: W3SDG FILE NAME: E:\AN_STRUKTUR\2013\YW\Sugiyanti Darmadi\Strukur\w3sdg.txt DATA TYPE: Period vs Acceleration NUMBER OF HEADER LINES = 0 PERIOD ACCEL 0.0000 0.2300 0.2000 0.5500 0.5000 0.5500 0.6000 0.5500 0.7000 0.4714 0.8000 0.4125 0.9000 0.3667 1.0000 0.3300 1.2500 0.2640

Page 25: Hitungan Str Kost Pogung

No.Lembar : 22

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

1.5000 0.2200 1.7500 0.1886 2.0000 0.1650 2.2500 0.1467 2.5000 0.1320 2.7500 0.1200 3.0000 0.1100 P O I N T L O A D A S S I G N M E N T S T O L I N E O B J E C T S LOAD STORY LINE LOAD LOAD ABSOLUTE APPLIED CASE LEVEL ID TYPE DIRECTION DISTANCE LOAD SDEAD LT4 B20 Force Gravity 3.000 32.00 SDEAD LT4 B22 Force Gravity 1.674 24.00 SDEAD LT4 B22 Force Gravity 4.326 24.00 SDEAD LT3 B20 Force Gravity 3.000 32.00 SDEAD LT3 B22 Force Gravity 1.674 24.00 SDEAD LT3 B22 Force Gravity 4.326 24.00 SDEAD LT2 B20 Force Gravity 3.000 32.00 SDEAD LT2 B22 Force Gravity 1.674 24.00 SDEAD LT2 B22 Force Gravity 4.326 24.00 SDEAD LT1 B20 Force Gravity 3.000 32.00 SDEAD LT1 B22 Force Gravity 1.674 24.00 SDEAD LT1 B22 Force Gravity 4.326 24.00 SDEAD DSR B20 Force Gravity 3.000 32.00 SDEAD DSR B22 Force Gravity 1.674 24.00 SDEAD DSR B22 Force Gravity 4.326 24.00 LIVE LT4 B20 Force Gravity 3.000 8.00 LIVE LT4 B22 Force Gravity 1.674 3.00 LIVE LT4 B22 Force Gravity 4.326 3.00 LIVE LT3 B20 Force Gravity 3.000 8.00 LIVE LT3 B22 Force Gravity 1.674 3.00 LIVE LT3 B22 Force Gravity 4.326 3.00 LIVE LT2 B20 Force Gravity 3.000 8.00 LIVE LT2 B22 Force Gravity 1.674 3.00 LIVE LT2 B22 Force Gravity 4.326 3.00 LIVE LT1 B20 Force Gravity 3.000 8.00 LIVE LT1 B22 Force Gravity 1.674 3.00 LIVE LT1 B22 Force Gravity 4.326 3.00 LIVE DSR B20 Force Gravity 3.000 8.00 LIVE DSR B22 Force Gravity 1.674 3.00 LIVE DSR B22 Force Gravity 4.326 3.00 D I S T R I B U T E D L O A D A S S I G N M E N T S T O L I N E O B J E C T S LOAD STORY LINE LOAD LOAD ABSOLUTE ABSOLUTE LOAD A LOAD B CASE LEVEL ID TYPE DIRECTION DISTANCE A DISTANCE B PER LENGTH PER LENGTH SDEAD ATP B2 Force Gravity 0.000 6.000 7.500 7.500 SDEAD ATP B4 Force Gravity 0.000 6.000 7.500 7.500 SDEAD ATP B6 Force Gravity 0.000 6.000 7.500 7.500 SDEAD ATP B7 Force Gravity 0.000 6.000 7.500 7.500 SDEAD ATP B8 Force Gravity 0.000 3.000 7.500 7.500 SDEAD ATP B10 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B11 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B12 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B13 Force Gravity 0.000 3.000 4.500 4.500 SDEAD ATP B15 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B16 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B17 Force Gravity 0.000 6.000 4.500 4.500 SDEAD ATP B18 Force Gravity 0.000 3.000 4.500 4.500 SDEAD ATP B20 Force Gravity 0.000 6.000 7.500 7.500 SDEAD ATP B27 Force Gravity 0.000 3.750 7.500 7.500 SDEAD ATP B28 Force Gravity 0.000 6.100 7.500 7.500 SDEAD ATP B29 Force Gravity 0.000 3.750 7.500 7.500 SDEAD ATP B34 Force Gravity 0.000 2.450 7.500 7.500 SDEAD ATP B39 Force Gravity 0.000 2.450 7.500 7.500 SDEAD ATP B43 Force Gravity 0.000 3.750 7.500 7.500 SDEAD ATP B44 Force Gravity 0.000 6.100 7.500 7.500 SDEAD ATP B45 Force Gravity 0.000 3.750 7.500 7.500 SDEAD ATP B101 Force Gravity 0.000 1.225 7.500 7.500 SDEAD ATP B104 Force Gravity 0.000 1.225 7.500 7.500 SDEAD ATP B145 Force Gravity 0.000 15.000 7.500 7.500 SDEAD ATP B146 Force Gravity 0.000 6.000 15.000 15.000 SDEAD ATP B147 Force Gravity 0.000 6.000 15.000 15.000 SDEAD LT4 B2 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B4 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B10 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B11 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B12 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B13 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B15 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B15 Force Gravity 3.000 6.000 14.000 14.000 SDEAD LT4 B16 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B17 Force Gravity 0.000 1.800 14.000 14.000 SDEAD LT4 B17 Force Gravity 1.800 3.600 2.500 2.500 SDEAD LT4 B17 Force Gravity 3.600 6.000 14.000 14.000 SDEAD LT4 B18 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B20 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B22 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B27 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B28 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B29 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B30 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B31 Force Gravity 0.000 6.100 7.500 7.500

Page 26: Hitungan Str Kost Pogung

No.Lembar : 23

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

SDEAD LT4 B32 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B34 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT4 B35 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B36 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B37 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B39 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT4 B40 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B41 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B42 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B43 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B44 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B45 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B49 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B50 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B51 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B52 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B53 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT4 B54 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B55 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT4 B101 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT4 B102 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT4 B103 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT4 B104 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT4 B114 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B117 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT4 B120 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT4 B123 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B125 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B128 Force Gravity 0.000 21.000 7.500 7.500 SDEAD LT4 B129 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B130 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT4 B131 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B132 Force Gravity 0.000 1.500 7.500 7.500 SDEAD LT4 B133 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT4 B136 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT4 B137 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT4 B141 Force Gravity 0.000 1.900 2.500 2.500 SDEAD LT3 B1 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT3 B2 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B4 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B9 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B10 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B11 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B12 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B13 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT3 B14 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B15 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT3 B15 Force Gravity 3.000 6.000 14.000 14.000 SDEAD LT3 B17 Force Gravity 0.000 1.800 14.000 14.000 SDEAD LT3 B17 Force Gravity 1.800 3.600 2.500 2.500 SDEAD LT3 B17 Force Gravity 3.600 6.000 14.000 14.000 SDEAD LT3 B18 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT3 B22 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B25 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B27 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B28 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B29 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B30 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B31 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B32 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B33 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT3 B34 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT3 B35 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B36 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B37 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B38 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT3 B39 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT3 B40 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B41 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B42 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B43 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B44 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT3 B45 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT3 B101 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT3 B102 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT3 B103 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT3 B104 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT3 B109 Force Gravity 0.000 1.300 7.500 7.500 SDEAD LT3 B110 Force Gravity 0.000 1.300 7.500 7.500 SDEAD LT3 B120 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT3 B123 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT3 B132 Force Gravity 0.000 1.500 7.500 7.500 SDEAD LT2 B1 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT2 B2 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B4 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B9 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B10 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B11 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B12 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B13 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B14 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B15 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B15 Force Gravity 3.000 6.000 14.000 14.000 SDEAD LT2 B16 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B17 Force Gravity 0.000 1.800 14.000 14.000 SDEAD LT2 B17 Force Gravity 1.800 3.600 2.500 2.500 SDEAD LT2 B17 Force Gravity 3.600 6.000 14.000 14.000 SDEAD LT2 B18 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B20 Force Gravity 0.000 6.000 7.500 7.500

Page 27: Hitungan Str Kost Pogung

No.Lembar : 24

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

SDEAD LT2 B22 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B25 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B27 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B28 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B29 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B30 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B31 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B33 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B34 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT2 B35 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B36 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B37 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B38 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B39 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT2 B40 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B41 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B42 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B43 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B44 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B45 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B49 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B50 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B51 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B52 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B53 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B54 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B55 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT2 B101 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT2 B102 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT2 B103 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT2 B104 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT2 B109 Force Gravity 0.000 1.300 7.500 7.500 SDEAD LT2 B110 Force Gravity 0.000 1.300 7.500 7.500 SDEAD LT2 B114 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B117 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT2 B120 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT2 B121 Force Gravity 0.000 2.450 7.500 7.500 SDEAD LT2 B123 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B124 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B125 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B126 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B127 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT2 B128 Force Gravity 0.000 21.000 7.500 7.500 SDEAD LT2 B129 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT2 B130 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT2 B131 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT1 B1 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B2 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT1 B3 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B4 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B6 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B7 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B9 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B14 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B15 Force Gravity 0.000 3.000 7.500 7.500 SDEAD LT1 B15 Force Gravity 3.000 6.000 14.000 14.000 SDEAD LT1 B16 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT1 B17 Force Gravity 0.000 1.800 14.000 14.000 SDEAD LT1 B17 Force Gravity 1.800 3.600 2.500 2.500 SDEAD LT1 B17 Force Gravity 3.600 6.000 14.000 14.000 SDEAD LT1 B19 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B20 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT1 B22 Force Gravity 0.000 6.000 7.500 7.500 SDEAD LT1 B24 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B25 Force Gravity 0.000 6.100 2.500 2.500 SDEAD LT1 B26 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B27 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B28 Force Gravity 0.000 6.100 2.500 2.500 SDEAD LT1 B29 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B32 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT1 B33 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B34 Force Gravity 0.000 2.450 2.500 2.500 SDEAD LT1 B35 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B36 Force Gravity 0.000 6.100 2.500 2.500 SDEAD LT1 B37 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT1 B38 Force Gravity 0.000 6.000 2.500 2.500 SDEAD LT1 B39 Force Gravity 0.000 2.450 2.500 2.500 SDEAD LT1 B40 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B41 Force Gravity 0.000 6.100 2.500 2.500 SDEAD LT1 B42 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT1 B43 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT1 B44 Force Gravity 0.000 6.100 7.500 7.500 SDEAD LT1 B45 Force Gravity 0.000 3.750 7.500 7.500 SDEAD LT1 B46 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B47 Force Gravity 0.000 6.100 2.500 2.500 SDEAD LT1 B48 Force Gravity 0.000 3.750 2.500 2.500 SDEAD LT1 B99 Force Gravity 0.000 1.225 2.500 2.500 SDEAD LT1 B102 Force Gravity 0.000 1.225 2.500 2.500 SDEAD LT1 B103 Force Gravity 0.000 1.225 2.500 2.500 SDEAD LT1 B104 Force Gravity 0.000 1.225 7.500 7.500 SDEAD LT1 B105 Force Gravity 0.000 1.500 2.500 2.500 SDEAD LT1 B111 Force Gravity 0.000 1.300 2.500 2.500 SDEAD LT1 B112 Force Gravity 0.000 19.300 2.500 2.500 SDEAD LT1 B113 Force Gravity 0.000 19.300 2.500 2.500 SDEAD LT1 B114 Force Gravity 0.000 3.000 2.500 2.500 SDEAD LT1 B115 Force Gravity 0.000 16.325 2.500 2.500 SDEAD DSR B3 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B4 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B5 Force Gravity 0.000 3.000 7.500 7.500

Page 28: Hitungan Str Kost Pogung

No.Lembar : 25

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

SDEAD DSR B9 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B10 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B11 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B12 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B14 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B16 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B17 Force Gravity 0.000 1.800 14.000 14.000 SDEAD DSR B17 Force Gravity 1.800 3.600 2.500 2.500 SDEAD DSR B17 Force Gravity 3.600 6.000 14.000 14.000 SDEAD DSR B19 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B20 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B21 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B22 Force Gravity 0.000 6.000 7.500 7.500 SDEAD DSR B24 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B25 Force Gravity 0.000 6.100 7.500 7.500 SDEAD DSR B26 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B27 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B28 Force Gravity 0.000 6.100 7.500 7.500 SDEAD DSR B29 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B30 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B31 Force Gravity 0.000 6.100 7.500 7.500 SDEAD DSR B32 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B35 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B36 Force Gravity 0.000 6.100 7.500 7.500 SDEAD DSR B37 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B40 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B42 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B43 Force Gravity 0.000 3.750 2.500 2.500 SDEAD DSR B44 Force Gravity 0.000 6.100 2.500 2.500 SDEAD DSR B45 Force Gravity 0.000 3.750 2.500 2.500 SDEAD DSR B46 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B48 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B49 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B51 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B52 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B54 Force Gravity 0.000 3.750 7.500 7.500 SDEAD DSR B70 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B71 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B72 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B74 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B75 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B76 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B77 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B78 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B80 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B81 Force Gravity 0.000 1.225 2.500 2.500 SDEAD DSR B83 Force Gravity 0.000 1.500 2.500 2.500 SDEAD DSR B85 Force Gravity 0.000 1.500 2.500 2.500 SDEAD DSR B88 Force Gravity 0.000 1.500 2.500 2.500 SDEAD DSR B93 Force Gravity 0.000 1.500 2.500 2.500 SDEAD DSR B95 Force Gravity 0.000 1.500 2.500 2.500 SDEAD DSR B97 Force Gravity 0.000 18.000 7.500 7.500 SDEAD DSR B98 Force Gravity 0.000 24.000 7.500 7.500 LIVE ATP B15 Force Gravity 0.000 6.000 0.750 0.750 LIVE ATP B16 Force Gravity 0.000 6.000 0.750 0.750 LIVE ATP B17 Force Gravity 0.000 6.000 0.750 0.750 LIVE ATP B18 Force Gravity 0.000 3.000 0.750 0.750 LIVE LT4 B15 Force Gravity 3.000 6.000 7.000 7.000 LIVE LT4 B17 Force Gravity 4.200 6.000 5.000 5.000 LIVE LT4 B17 Force Gravity 0.000 1.800 5.000 5.000 LIVE LT3 B15 Force Gravity 3.000 6.000 7.000 7.000 LIVE LT3 B16 Force Gravity 0.000 6.000 7.500 7.500 LIVE LT3 B17 Force Gravity 4.200 6.000 5.000 5.000 LIVE LT3 B17 Force Gravity 0.000 1.800 5.000 5.000 LIVE LT3 B18 Force Gravity 0.000 3.000 7.500 7.500 LIVE LT3 B49 Force Gravity 0.000 3.750 7.500 7.500 LIVE LT3 B50 Force Gravity 0.000 6.100 7.500 7.500 LIVE LT3 B51 Force Gravity 0.000 3.750 7.500 7.500 LIVE LT3 B52 Force Gravity 0.000 3.750 7.500 7.500 LIVE LT3 B53 Force Gravity 0.000 6.100 7.500 7.500 LIVE LT3 B54 Force Gravity 0.000 3.750 7.500 7.500 LIVE LT3 B55 Force Gravity 0.000 3.750 7.500 7.500 LIVE LT3 B114 Force Gravity 0.000 3.000 7.500 7.500 LIVE LT3 B117 Force Gravity 0.000 2.450 7.500 7.500 LIVE LT3 B125 Force Gravity 0.000 6.000 7.500 7.500 LIVE LT3 B126 Force Gravity 0.000 6.100 7.500 7.500 LIVE LT3 B127 Force Gravity 0.000 6.100 7.500 7.500 LIVE LT3 B128 Force Gravity 0.000 21.000 7.500 7.500 LIVE LT3 B129 Force Gravity 0.000 3.000 7.500 7.500 LIVE LT3 B130 Force Gravity 0.000 6.000 7.500 7.500 LIVE LT3 B131 Force Gravity 0.000 3.000 7.500 7.500 LIVE LT3 B133 Force Gravity 0.000 3.000 7.500 7.500 LIVE LT3 B134 Force Gravity 0.000 6.000 2.500 2.500 LIVE LT3 B135 Force Gravity 0.000 7.300 7.500 7.500 LIVE LT3 B136 Force Gravity 0.000 2.450 7.500 7.500 LIVE LT3 B137 Force Gravity 0.000 1.225 7.500 7.500 LIVE LT2 B15 Force Gravity 3.000 6.000 7.000 7.000 LIVE LT2 B17 Force Gravity 4.200 6.000 5.000 5.000 LIVE LT2 B17 Force Gravity 0.000 1.800 5.000 5.000 LIVE LT2 B135 Force Gravity 0.000 7.300 7.500 7.500 LIVE LT2 B136 Force Gravity 0.000 2.450 7.500 7.500 LIVE LT2 B137 Force Gravity 0.000 1.225 7.500 7.500 LIVE LT1 B15 Force Gravity 3.000 6.000 7.000 7.000 LIVE LT1 B17 Force Gravity 4.200 6.000 5.000 5.000 LIVE LT1 B17 Force Gravity 0.000 1.800 5.000 5.000 LIVE DSR B17 Force Gravity 4.200 6.000 5.000 5.000 LIVE DSR B17 Force Gravity 0.000 1.800 5.000 5.000

Page 29: Hitungan Str Kost Pogung

No.Lembar : 26

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : INPUT DATA

U N I F O R M L O A D A S S I G N M E N T S T O A R E A O B J E C T S CASE STORY AREA AREATYPE DIRECTION LOAD SDEAD ATP F10 Floor Gravity 0.8000 SDEAD ATP F11 Floor Gravity 0.8000 SDEAD LT4 F8 Floor Gravity 0.8000 SDEAD LT4 F9 Floor Gravity 1.8000 SDEAD LT3 F7 Floor Gravity 1.8000 SDEAD LT2 F4 Floor Gravity 1.8000 SDEAD LT2 F5 Floor Gravity 7.2000 SDEAD LT1 F3 Floor Gravity 1.8000 SDEAD DSR F1 Floor Gravity 1.8000 LIVE ATP F10 Floor Gravity 1.2000 LIVE ATP F11 Floor Gravity 1.2000 LIVE LT4 F8 Floor Gravity 1.2000 LIVE LT4 F9 Floor Gravity 1.8000 LIVE LT3 F7 Floor Gravity 2.0000 LIVE LT2 F4 Floor Gravity 2.0000 LIVE LT2 F5 Floor Gravity 1.5000 LIVE LT1 F3 Floor Gravity 2.5000 LIVE DSR F1 Floor Gravity 2.5000

Page 30: Hitungan Str Kost Pogung

No.Lembar : 27

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

ATP B2 BALOK MAX 0.1500 0.00 -28.65 0.00 0.438 0.000 -9.277 3.0000 0.00 3.48 0.00 0.438 0.000 44.623 5.8500 0.00 50.50 0.00 0.438 0.000 -12.154 ATP B2 BALOK MIN 0.1500 0.00 -48.86 0.00 -0.219 0.000 -31.919 3.0000 0.00 -2.24 0.00 -0.219 0.000 28.629 5.8500 0.00 29.70 0.00 -0.219 0.000 -36.096 ATP B4 BALOK MAX 0.1750 0.00 -29.71 0.00 -0.786 0.000 -12.844 3.0000 0.00 0.06 0.00 -0.786 0.000 45.040 3.0000 0.00 15.25 0.00 3.030 0.000 44.831 5.8250 0.00 57.48 0.00 3.030 0.000 -22.473 ATP B4 BALOK MIN 0.1750 0.00 -53.13 0.00 -3.904 0.000 -50.457 3.0000 0.00 -11.37 0.00 -3.904 0.000 26.820 3.0000 0.00 2.76 0.00 0.277 0.000 26.723 5.8250 0.00 32.54 0.00 0.277 0.000 -60.072 ATP B6 BALOK MAX 0.1750 0.00 -30.66 0.00 -0.113 0.000 -21.475 3.0000 0.00 -0.88 0.00 -0.113 0.000 36.281 3.0000 0.00 14.91 0.00 4.675 0.000 36.403 5.8250 0.00 57.66 0.00 4.675 0.000 -29.077 ATP B6 BALOK MIN 0.1750 0.00 -53.55 0.00 -3.554 0.000 -56.841 3.0000 0.00 -11.14 0.00 -3.554 0.000 21.567 3.0000 0.00 3.51 0.00 1.405 0.000 21.475 5.8250 0.00 33.29 0.00 1.405 0.000 -67.096 ATP B7 BALOK MAX 0.1750 0.00 -39.93 0.00 -0.149 0.000 -27.949 3.0000 0.00 -1.77 0.00 -0.149 0.000 55.035 3.0000 0.00 12.45 0.00 3.787 0.000 54.871 5.8250 0.00 70.79 0.00 3.787 0.000 -24.660 ATP B7 BALOK MIN 0.1750 0.00 -72.18 0.00 -3.444 0.000 -69.291 3.0000 0.00 -13.62 0.00 -3.444 0.000 31.793 3.0000 0.00 0.89 0.00 0.275 0.000 31.712 5.8250 0.00 39.05 0.00 0.275 0.000 -67.008 ATP B8 BALOK MAX 0.1750 0.00 -15.73 0.00 -0.897 0.000 -11.645 1.5125 0.00 -1.43 0.00 -0.897 0.000 1.296 2.8500 0.00 15.81 0.00 -0.897 0.000 4.259 ATP B8 BALOK MIN 0.1750 0.00 -32.64 0.00 -1.712 0.000 -30.757 1.5125 0.00 -12.76 0.00 -1.712 0.000 -0.386 2.8500 0.00 3.94 0.00 -1.712 0.000 -8.553 ATP B10 BALOK MAX 0.1750 0.00 -21.75 0.00 4.074 0.000 -6.524 3.0000 0.00 0.40 0.00 4.074 0.000 36.587 3.0000 0.00 15.67 0.00 0.205 0.000 36.796 5.8250 0.00 46.81 0.00 0.205 0.000 -16.294 ATP B10 BALOK MIN 0.1750 0.00 -43.15 0.00 1.771 0.000 -46.096 3.0000 0.00 -12.01 0.00 1.771 0.000 20.976 3.0000 0.00 2.32 0.00 -2.881 0.000 21.032 5.8250 0.00 24.46 0.00 -2.881 0.000 -54.050 ATP B11 BALOK MAX 0.1750 0.00 -23.64 0.00 2.972 0.000 -15.753 3.0000 0.00 -1.49 0.00 2.972 0.000 32.119 3.0000 0.00 12.90 0.00 -0.153 0.000 31.997 5.8250 0.00 44.95 0.00 -0.153 0.000 -18.271 ATP B11 BALOK MIN 0.1750 0.00 -43.75 0.00 -0.329 0.000 -48.300 3.0000 0.00 -11.74 0.00 -0.329 0.000 18.360 3.0000 0.00 2.35 0.00 -3.269 0.000 18.086 5.8250 0.00 24.50 0.00 -3.269 0.000 -51.681 ATP B12 BALOK MAX 0.1750 0.00 -23.11 0.00 4.424 0.000 -12.522 3.0000 0.00 -0.96 0.00 4.424 0.000 36.018 3.0000 0.00 14.11 0.00 -0.651 0.000 36.182 5.8250 0.00 45.25 0.00 -0.651 0.000 -12.466 ATP B12 BALOK MIN 0.1750 0.00 -44.89 0.00 0.467 0.000 -50.006 3.0000 0.00 -13.75 0.00 0.467 0.000 20.351 3.0000 0.00 1.35 0.00 -4.807 0.000 20.454 5.8250 0.00 23.50 0.00 -4.807 0.000 -51.938 ATP B13 BALOK MAX 0.1750 0.00 -8.59 0.00 0.157 0.000 -3.029 1.5125 0.00 2.10 0.00 0.157 0.000 3.237 2.8500 0.00 16.50 0.00 0.157 0.000 2.989 ATP B13 BALOK MIN 0.1750 0.00 -22.01 0.00 -3.088 0.000 -17.332 1.5125 0.00 -6.94 0.00 -3.088 0.000 1.884 2.8500 0.00 4.17 0.00 -3.088 0.000 -10.234 ATP B15 BALOK MAX

Page 31: Hitungan Str Kost Pogung

No.Lembar : 28

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.1750 0.00 -21.69 0.00 -3.294 0.000 4.428 3.0000 0.00 3.15 0.00 -3.294 0.000 47.651 3.0000 0.00 19.06 0.00 4.763 0.000 47.657 5.8250 0.00 55.05 0.00 4.763 0.000 -6.878 ATP B15 BALOK MIN 0.1750 0.00 -51.34 0.00 -6.604 0.000 -53.991 3.0000 0.00 -15.35 0.00 -6.604 0.000 26.245 3.0000 0.00 -0.49 0.00 -0.425 0.000 26.327 5.8250 0.00 24.35 0.00 -0.425 0.000 -60.652 ATP B16 BALOK MAX 0.1750 0.00 -20.34 0.00 -0.027 0.000 -12.672 3.0000 0.00 1.81 0.00 -0.027 0.000 26.534 3.0000 0.00 16.22 0.00 1.224 0.000 26.763 5.8250 0.00 52.08 0.00 1.224 0.000 -30.832 ATP B16 BALOK MIN 0.1750 0.00 -41.93 0.00 -2.895 0.000 -41.236 3.0000 0.00 -6.44 0.00 -2.895 0.000 12.812 3.0000 0.00 5.13 0.00 -1.347 0.000 12.950 5.8250 0.00 27.28 0.00 -1.347 0.000 -69.949 ATP B17 BALOK MAX 0.1750 0.00 -43.39 0.00 -6.953 0.000 -32.184 3.0000 0.00 -24.12 0.00 -6.953 0.000 98.485 3.0000 0.00 47.14 0.00 12.782 0.000 98.640 5.8250 0.00 77.12 0.00 12.782 0.000 -34.988 ATP B17 BALOK MIN 0.1750 0.00 -75.07 0.00 -12.654 0.000 -77.848 3.0000 0.00 -45.10 0.00 -12.654 0.000 62.362 3.0000 0.00 25.42 0.00 7.003 0.000 62.462 5.8250 0.00 44.69 0.00 7.003 0.000 -83.152 ATP B18 BALOK MAX 0.1750 0.00 -16.57 0.00 5.572 0.000 -22.148 1.5125 0.00 -5.89 0.00 5.572 0.000 -6.528 2.8500 0.00 5.80 0.00 5.572 0.000 6.259 ATP B18 BALOK MIN 0.1750 0.00 -34.97 0.00 1.507 0.000 -45.976 1.5125 0.00 -19.30 0.00 1.507 0.000 -10.372 2.8500 0.00 -4.88 0.00 1.507 0.000 -6.837 ATP B20 BALOK MAX 0.1750 0.00 -29.24 0.00 2.985 0.000 -12.467 3.0000 0.00 0.54 0.00 2.985 0.000 42.752 3.0000 0.00 15.36 0.00 -1.415 0.000 42.746 5.8250 0.00 57.26 0.00 -1.415 0.000 -22.725 ATP B20 BALOK MIN 0.1750 0.00 -52.49 0.00 -0.031 0.000 -50.904 3.0000 0.00 -10.88 0.00 -0.031 0.000 25.641 3.0000 0.00 2.44 0.00 -4.818 0.000 25.646 5.8250 0.00 32.21 0.00 -4.818 0.000 -61.730 ATP B21 BALOK MAX 0.1750 0.00 -15.91 0.00 5.486 0.000 -8.456 3.0000 0.00 -0.49 0.00 5.486 0.000 28.456 3.0000 0.00 16.77 0.00 -2.285 0.000 28.227 5.8250 0.00 43.50 0.00 -2.285 0.000 -21.328 ATP B21 BALOK MIN 0.1750 0.00 -36.72 0.00 1.978 0.000 -40.290 3.0000 0.00 -10.71 0.00 1.978 0.000 13.653 3.0000 0.00 4.95 0.00 -6.056 0.000 13.494 5.8250 0.00 20.36 0.00 -6.056 0.000 -57.488 ATP B22 BALOK MAX 0.1750 0.00 -32.65 0.00 18.193 0.000 -24.445 3.0000 0.00 -18.36 0.00 18.193 0.000 74.899 3.0000 0.00 35.92 0.00 -10.228 0.000 74.759 5.8250 0.00 59.09 0.00 -10.228 0.000 -21.790 ATP B22 BALOK MIN 0.1750 0.00 -60.39 0.00 10.663 0.000 -66.177 3.0000 0.00 -36.89 0.00 10.663 0.000 47.220 3.0000 0.00 17.80 0.00 -17.624 0.000 47.132 5.8250 0.00 32.09 0.00 -17.624 0.000 -64.724 ATP B23 BALOK MAX 0.1750 0.00 -11.66 0.00 0.695 0.000 -16.676 1.5125 0.00 -4.30 0.00 0.695 0.000 -4.927 2.8500 0.00 2.92 0.00 0.695 0.000 7.255 ATP B23 BALOK MIN 0.1750 0.00 -27.91 0.00 -0.294 0.000 -37.712 1.5125 0.00 -16.77 0.00 -0.294 0.000 -7.964 2.8500 0.00 -5.83 0.00 -0.294 0.000 -5.091 ATP B27 BALOK MAX 0.2250 0.00 -14.22 0.00 -0.641 0.000 0.635 1.8750 0.00 4.20 0.00 -0.641 0.000 14.336 3.5250 0.00 27.54 0.00 -0.641 0.000 11.475 ATP B27 BALOK MIN 0.2250 0.00 -39.25 0.00 -1.438 0.000 -33.052 1.8750 0.00 -13.49 0.00 -1.438 0.000 8.059 3.5250 0.00 7.34 0.00 -1.438 0.000 -13.215 ATP B28 BALOK MAX 0.2250 0.00 -18.26 0.00 0.279 0.000 -5.465

Page 32: Hitungan Str Kost Pogung

No.Lembar : 29

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0500 0.00 5.18 0.00 0.279 0.000 20.475 5.8750 0.00 36.81 0.00 0.279 0.000 -7.288 ATP B28 BALOK MIN 0.2250 0.00 -35.81 0.00 -0.394 0.000 -38.683 3.0500 0.00 -4.43 0.00 -0.394 0.000 13.068 5.8750 0.00 18.91 0.00 -0.394 0.000 -41.059 ATP B29 BALOK MAX 0.2250 0.00 -5.96 0.00 1.259 0.000 14.541 1.8750 0.00 15.35 0.00 1.259 0.000 14.387 3.5250 0.00 41.10 0.00 1.259 0.000 -1.720 ATP B29 BALOK MIN 0.2250 0.00 -25.65 0.00 0.233 0.000 -10.902 1.8750 0.00 -2.78 0.00 0.233 0.000 8.044 3.5250 0.00 15.64 0.00 0.233 0.000 -36.103 ATP B30 BALOK MAX 0.2250 0.00 -5.06 0.00 0.390 0.000 10.163 1.8750 0.00 7.01 0.00 0.390 0.000 19.485 3.5250 0.00 23.82 0.00 0.390 0.000 20.748 ATP B30 BALOK MIN 0.2250 0.00 -31.81 0.00 0.118 0.000 -23.221 1.8750 0.00 -13.32 0.00 0.118 0.000 10.433 3.5250 0.00 0.42 0.00 0.118 0.000 -12.958 ATP B32 BALOK MAX 0.2250 0.00 7.19 0.00 0.951 0.000 32.123 1.8750 0.00 24.04 0.00 0.951 0.000 12.853 3.5250 0.00 42.53 0.00 0.951 0.000 -7.469 ATP B32 BALOK MIN 0.2250 0.00 -12.73 0.00 -0.040 0.000 -4.289 1.8750 0.00 0.96 0.00 -0.040 0.000 5.951 3.5250 0.00 13.03 0.00 -0.040 0.000 -47.224 ATP B34 BALOK MAX 0.1500 0.00 0.68 0.00 -4.011 0.000 7.241 1.1875 0.00 12.90 0.00 -4.011 0.000 3.739 2.2250 0.00 27.84 0.00 -4.011 0.000 -0.560 ATP B34 BALOK MIN 0.1500 0.00 -15.08 0.00 -6.576 0.000 -4.869 1.1875 0.00 -2.13 0.00 -6.576 0.000 1.209 2.2250 0.00 8.66 0.00 -6.576 0.000 -19.696 ATP B35 BALOK MAX 0.2250 0.00 -5.60 0.00 -0.520 0.000 6.298 1.8750 0.00 6.47 0.00 -0.520 0.000 15.469 3.5250 0.00 22.22 0.00 -0.520 0.000 27.797 ATP B35 BALOK MIN 0.2250 0.00 -38.17 0.00 -1.179 0.000 -37.149 1.8750 0.00 -19.68 0.00 -1.179 0.000 7.456 3.5250 0.00 -4.88 0.00 -1.179 0.000 -15.045 ATP B37 BALOK MAX 0.2250 0.00 -17.31 0.00 23.467 0.000 22.710 1.0000 0.00 -14.12 0.00 23.467 0.000 42.544 1.0000 0.00 10.92 0.00 3.275 0.000 42.544 1.8750 0.00 19.20 0.00 3.275 0.000 31.852 2.0000 0.00 20.34 0.00 3.275 0.000 30.553 2.0000 0.00 55.89 0.00 -11.688 0.000 30.553 3.5250 0.00 69.07 0.00 -11.688 0.000 -22.066 ATP B37 BALOK MIN 0.2250 0.00 -47.48 0.00 14.616 0.000 -13.142 1.0000 0.00 -42.73 0.00 14.616 0.000 14.329 1.0000 0.00 -8.93 0.00 1.810 0.000 14.329 1.8750 0.00 -3.49 0.00 1.810 0.000 19.893 2.0000 0.00 -2.74 0.00 1.810 0.000 19.001 2.0000 0.00 23.03 0.00 -18.277 0.000 19.001 3.5250 0.00 31.72 0.00 -18.277 0.000 -69.132 ATP B39 BALOK MAX 0.1500 0.00 2.50 0.00 4.788 0.000 9.700 1.1875 0.00 15.30 0.00 4.788 0.000 4.024 2.2250 0.00 30.24 0.00 4.788 0.000 -0.696 ATP B39 BALOK MIN 0.1500 0.00 -14.14 0.00 2.440 0.000 -4.271 1.1875 0.00 -1.78 0.00 2.440 0.000 1.118 2.2250 0.00 9.01 0.00 2.440 0.000 -22.230 ATP B40 BALOK MAX 0.2250 0.00 -3.75 0.00 1.190 0.000 8.503 1.8750 0.00 8.32 0.00 1.190 0.000 14.031 3.5250 0.00 24.87 0.00 1.190 0.000 22.776 ATP B40 BALOK MIN 0.2250 0.00 -35.87 0.00 0.647 0.000 -34.585 1.8750 0.00 -17.38 0.00 0.647 0.000 6.603 3.5250 0.00 -3.37 0.00 0.647 0.000 -18.956 ATP B42 BALOK MAX 0.2250 0.00 -19.19 0.00 -15.175 0.000 18.520 1.0000 0.00 -16.00 0.00 -15.175 0.000 40.643 1.0000 0.00 8.79 0.00 -2.340 0.000 40.643 1.8750 0.00 16.26 0.00 -2.340 0.000 32.740 2.0000 0.00 17.41 0.00 -2.340 0.000 31.887

Page 33: Hitungan Str Kost Pogung

No.Lembar : 30

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

2.0000 0.00 52.95 0.00 17.627 0.000 31.887 3.5250 0.00 66.12 0.00 17.627 0.000 -16.926 ATP B42 BALOK MIN 0.2250 0.00 -51.31 0.00 -24.198 0.000 -17.007 1.0000 0.00 -46.55 0.00 -24.198 0.000 12.591 1.0000 0.00 -12.46 0.00 -3.784 0.000 12.591 1.8750 0.00 -6.21 0.00 -3.784 0.000 20.537 2.0000 0.00 -5.46 0.00 -3.784 0.000 19.731 2.0000 0.00 20.31 0.00 11.143 0.000 19.731 3.5250 0.00 28.99 0.00 11.143 0.000 -63.605 ATP B43 BALOK MAX 0.1500 0.00 -11.52 0.00 0.289 0.000 5.976 1.8750 0.00 8.65 0.00 0.289 0.000 14.434 3.6000 0.00 35.33 0.00 0.289 0.000 -9.649 ATP B43 BALOK MIN 0.1500 0.00 -25.85 0.00 -0.548 0.000 -12.022 1.8750 0.00 -0.29 0.00 -0.548 0.000 7.381 3.6000 0.00 18.78 0.00 -0.548 0.000 -25.221 ATP B44 BALOK MAX 0.1500 0.00 -20.95 0.00 0.579 0.000 -11.389 3.0500 0.00 3.01 0.00 0.579 0.000 22.906 5.9500 0.00 37.36 0.00 0.579 0.000 -11.538 ATP B44 BALOK MIN 0.1500 0.00 -37.18 0.00 0.360 0.000 -35.202 3.0500 0.00 -2.92 0.00 0.360 0.000 14.632 5.9500 0.00 21.07 0.00 0.360 0.000 -35.559 ATP B45 BALOK MAX 0.1500 0.00 -13.54 0.00 -0.171 0.000 -4.647 1.8750 0.00 6.43 0.00 -0.171 0.000 9.047 3.6000 0.00 33.07 0.00 -0.171 0.000 -7.725 ATP B45 BALOK MIN 0.1500 0.00 -27.66 0.00 -0.445 0.000 -17.403 1.8750 0.00 -1.91 0.00 -0.445 0.000 3.339 3.6000 0.00 17.17 0.00 -0.445 0.000 -29.923 ATP B146 BALOK MAX 0.0000 0.02 -24.72 0.00 0.000 0.000 -12.806 3.0000 0.02 35.87 0.00 0.000 0.000 -10.400 3.0000 0.02 -22.95 0.00 0.000 0.000 -10.396 6.0000 0.02 38.62 0.00 0.000 0.000 -12.835 ATP B146 BALOK MIN 0.0000 -0.02 -38.59 0.00 0.000 0.000 -20.338 3.0000 -0.02 22.97 0.00 0.000 0.000 -16.261 3.0000 -0.02 -35.85 0.00 0.000 0.000 -16.256 6.0000 -0.02 24.73 0.00 0.000 0.000 -20.415 ATP B147 BALOK MAX 0.0000 0.03 -25.68 0.00 0.000 0.000 -13.498 3.0000 0.03 37.11 0.00 0.000 0.000 -10.882 3.0000 0.03 -23.77 0.00 0.000 0.000 -10.884 6.0000 0.03 40.08 0.00 0.000 0.000 -13.483 ATP B147 BALOK MIN 0.0000 -0.03 -40.09 0.00 0.000 0.000 -21.406 3.0000 -0.03 23.77 0.00 0.000 0.000 -16.935 3.0000 -0.03 -37.11 0.00 0.000 0.000 -16.955 6.0000 -0.03 25.68 0.00 0.000 0.000 -21.411 LT4 B2 BALOK MAX 0.2250 0.00 -35.58 0.00 1.077 0.000 -3.846 3.0000 0.00 8.13 0.00 1.077 0.000 56.805 3.0000 0.00 21.48 0.00 4.758 0.000 56.780 5.7750 0.00 84.65 0.00 4.758 0.000 2.421 LT4 B2 BALOK MIN 0.2250 0.00 -88.02 0.00 -4.850 0.000 -106.736 3.0000 0.00 -24.86 0.00 -4.850 0.000 33.278 3.0000 0.00 -10.29 0.00 -0.786 0.000 33.252 5.7750 0.00 33.42 0.00 -0.786 0.000 -97.639 LT4 B4 BALOK MAX 0.1750 0.00 -31.94 0.00 -2.371 0.000 -3.116 3.0000 0.00 2.58 0.00 -2.371 0.000 56.500 3.0000 0.00 30.98 0.00 14.872 0.000 56.173 5.8250 0.00 79.42 0.00 14.872 0.000 -22.140 LT4 B4 BALOK MIN 0.1750 0.00 -72.84 0.00 -9.477 0.000 -86.933 3.0000 0.00 -24.40 0.00 -9.477 0.000 34.042 3.0000 0.00 2.80 0.00 6.469 0.000 33.801 5.8250 0.00 37.32 0.00 6.469 0.000 -102.205 LT4 B6 BALOK MAX 0.1750 0.00 -42.83 0.00 7.667 0.000 -25.716 3.0000 0.00 -18.29 0.00 7.667 0.000 100.454 3.0000 0.00 54.08 0.00 -5.947 0.000 95.757 5.8250 0.00 95.50 0.00 -5.947 0.000 -35.449 LT4 B6 BALOK MIN 0.1750 0.00 -91.91 0.00 0.656 0.000 -107.876 3.0000 0.00 -51.89 0.00 0.656 0.000 58.832 3.0000 0.00 21.56 0.00 -11.050 0.000 56.126 5.8250 0.00 46.10 0.00 -11.050 0.000 -120.899 LT4 B7 BALOK MAX

Page 34: Hitungan Str Kost Pogung

No.Lembar : 31

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.1750 0.00 -38.69 0.00 0.418 0.000 -26.045 3.0000 0.00 -14.14 0.00 0.418 0.000 78.304 3.0000 0.00 40.46 0.00 5.299 0.000 78.296 5.8250 0.00 78.87 0.00 5.299 0.000 -15.725 LT4 B7 BALOK MIN 0.1750 0.00 -85.58 0.00 -5.176 0.000 -112.832 3.0000 0.00 -46.05 0.00 -5.176 0.000 45.807 3.0000 0.00 10.26 0.00 -0.379 0.000 45.795 5.8250 0.00 34.80 0.00 -0.379 0.000 -96.372 LT4 B8 BALOK MAX 0.1750 0.00 8.24 0.00 2.775 0.000 13.449 1.4875 0.00 19.09 0.00 2.775 0.000 5.067 2.8000 0.00 34.03 0.00 2.775 0.000 32.365 LT4 B8 BALOK MIN 0.1750 0.00 -46.04 0.00 0.440 0.000 -46.285 1.4875 0.00 -29.51 0.00 0.440 0.000 -3.368 2.8000 0.00 -16.56 0.00 0.440 0.000 -38.130 LT4 B9 BALOK MAX 0.2250 0.00 -1.07 0.00 0.379 0.000 23.577 3.0250 0.00 16.16 0.00 0.379 0.000 9.673 5.8250 0.00 39.45 0.00 0.379 0.000 0.113 LT4 B9 BALOK MIN 0.2250 0.00 -30.30 0.00 0.192 0.000 -50.702 3.0250 0.00 -8.08 0.00 0.192 0.000 1.913 5.8250 0.00 7.58 0.00 0.192 0.000 -72.161 LT4 B10 BALOK MAX 0.1750 0.00 -75.56 0.00 -7.060 0.000 -53.771 3.0000 0.00 -32.22 0.00 -7.060 0.000 157.453 3.0000 0.00 84.11 0.00 16.290 0.000 157.824 5.8250 0.00 153.30 0.00 16.290 0.000 -79.577 LT4 B10 BALOK MIN 0.1750 0.00 -139.88 0.00 -18.106 0.000 -145.601 3.0000 0.00 -70.82 0.00 -18.106 0.000 96.858 3.0000 0.00 41.56 0.00 6.232 0.000 97.007 5.8250 0.00 84.90 0.00 6.232 0.000 -183.323 LT4 B11 BALOK MAX 0.1750 0.00 -80.01 0.00 -8.105 0.000 -71.692 3.0000 0.00 -36.67 0.00 -8.105 0.000 147.574 3.0000 0.00 75.54 0.00 19.864 0.000 147.427 5.8250 0.00 144.37 0.00 19.864 0.000 -68.029 LT4 B11 BALOK MIN 0.1750 0.00 -145.79 0.00 -19.332 0.000 -172.384 3.0000 0.00 -77.07 0.00 -19.332 0.000 90.901 3.0000 0.00 35.12 0.00 8.835 0.000 90.618 5.8250 0.00 78.46 0.00 8.835 0.000 -167.597 LT4 B12 BALOK MAX 0.1750 0.00 -72.63 0.00 -1.828 0.000 -63.282 3.0000 0.00 -29.29 0.00 -1.828 0.000 135.234 3.0000 0.00 60.36 0.00 12.719 0.000 135.476 5.8250 0.00 128.64 0.00 12.719 0.000 -44.050 LT4 B12 BALOK MIN 0.1750 0.00 -139.04 0.00 -11.369 0.000 -166.854 3.0000 0.00 -70.00 0.00 -11.369 0.000 78.647 3.0000 0.00 22.51 0.00 2.740 0.000 78.772 5.8250 0.00 65.85 0.00 2.740 0.000 -139.364 LT4 B13 BALOK MAX 0.1750 0.00 -8.33 0.00 1.568 0.000 -3.378 1.4875 0.00 12.25 0.00 1.568 0.000 5.135 2.8000 0.00 38.05 0.00 1.568 0.000 35.055 LT4 B13 BALOK MIN 0.1750 0.00 -68.39 0.00 0.150 0.000 -67.410 1.4875 0.00 -38.67 0.00 0.150 0.000 -4.508 2.8000 0.00 -13.55 0.00 0.150 0.000 -36.840 LT4 B14 BALOK MAX 0.2250 0.00 -1.20 0.00 -0.118 0.000 24.141 3.0250 0.00 16.03 0.00 -0.118 0.000 10.583 5.8250 0.00 39.32 0.00 -0.118 0.000 1.921 LT4 B14 BALOK MIN 0.2250 0.00 -30.88 0.00 -0.576 0.000 -52.142 3.0250 0.00 -8.66 0.00 -0.576 0.000 2.089 5.8250 0.00 7.00 0.00 -0.576 0.000 -70.855 LT4 B15 BALOK MAX 0.1750 0.00 -70.85 0.00 21.227 0.000 -38.975 3.0000 0.00 -26.59 0.00 21.227 0.000 163.456 3.0000 0.00 81.00 0.00 -7.812 0.000 163.301 5.8250 0.00 178.85 0.00 -7.812 0.000 -77.937 LT4 B15 BALOK MIN 0.1750 0.00 -141.35 0.00 8.414 0.000 -147.112 3.0000 0.00 -71.63 0.00 8.414 0.000 97.034 3.0000 0.00 36.52 0.00 -19.616 0.000 97.114 5.8250 0.00 88.48 0.00 -19.616 0.000 -203.459 LT4 B16 BALOK MAX 0.1750 0.00 -83.73 0.00 19.077 0.000 -77.253 3.0000 0.00 -40.39 0.00 19.077 0.000 153.931 3.0000 0.00 72.75 0.00 -8.154 0.000 153.870

Page 35: Hitungan Str Kost Pogung

No.Lembar : 32

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

5.8250 0.00 142.00 0.00 -8.154 0.000 -59.395 LT4 B16 BALOK MIN 0.1750 0.00 -151.24 0.00 8.258 0.000 -179.160 3.0000 0.00 -81.78 0.00 8.258 0.000 95.729 3.0000 0.00 33.84 0.00 -18.752 0.000 95.631 5.8250 0.00 77.18 0.00 -18.752 0.000 -153.212 LT4 B17 BALOK MAX 0.1750 0.00 -50.13 0.00 27.247 0.000 -36.412 3.0000 0.00 -10.59 0.00 27.247 0.000 72.036 3.0000 0.00 29.80 0.00 -13.594 0.000 72.131 5.8250 0.00 101.95 0.00 -13.594 0.000 -8.545 LT4 B17 BALOK MIN 0.1750 0.00 -113.41 0.00 12.474 0.000 -146.773 3.0000 0.00 -49.07 0.00 12.474 0.000 37.141 3.0000 0.00 -3.52 0.00 -28.944 0.000 37.182 5.8250 0.00 42.24 0.00 -28.944 0.000 -108.144 LT4 B20 BALOK MAX 0.1750 0.00 -38.48 0.00 5.691 0.000 -7.306 3.0000 0.00 -3.96 0.00 5.691 0.000 81.149 3.0000 0.00 50.19 0.00 -1.040 0.000 81.133 5.8250 0.00 83.67 0.00 -1.040 0.000 -27.724 LT4 B20 BALOK MIN 0.1750 0.00 -84.44 0.00 -0.273 0.000 -98.801 3.0000 0.00 -36.00 0.00 -0.273 0.000 48.038 3.0000 0.00 14.20 0.00 -7.287 0.000 47.860 5.8250 0.00 39.31 0.00 -7.287 0.000 -115.070 LT4 B21 BALOK MAX 0.1750 0.00 -40.39 0.00 -0.246 0.000 -27.463 3.0000 0.00 -18.85 0.00 -0.246 0.000 88.566 3.0000 0.00 47.62 0.00 4.027 0.000 88.519 5.8250 0.00 80.32 0.00 4.027 0.000 -18.983 LT4 B21 BALOK MIN 0.1750 0.00 -85.03 0.00 -4.410 0.000 -111.353 3.0000 0.00 -51.81 0.00 -4.410 0.000 52.957 3.0000 0.00 15.83 0.00 0.021 0.000 52.948 5.8250 0.00 37.38 0.00 0.021 0.000 -99.501 LT4 B22 BALOK MAX 0.1750 0.00 -37.94 0.00 0.281 0.000 -20.480 1.6740 0.00 -24.62 0.00 0.281 0.000 30.830 1.6740 0.00 -3.02 0.00 0.281 0.000 30.830 3.0000 0.00 8.77 0.00 0.281 0.000 35.020 4.3260 0.00 23.64 0.00 0.281 0.000 39.080 4.3260 0.00 54.24 0.00 0.281 0.000 39.080 5.8250 0.00 72.01 0.00 0.281 0.000 -7.442 LT4 B22 BALOK MIN 0.1750 0.00 -78.35 0.00 -0.083 0.000 -102.914 1.6740 0.00 -60.59 0.00 -0.083 0.000 -3.203 1.6740 0.00 -29.99 0.00 -0.083 0.000 -3.203 3.0000 0.00 -14.28 0.00 -0.083 0.000 22.381 4.3260 0.00 -1.66 0.00 -0.083 0.000 3.155 4.3260 0.00 19.94 0.00 -0.083 0.000 3.155 5.8250 0.00 33.27 0.00 -0.083 0.000 -84.832 LT4 B23 BALOK MAX 0.1750 0.00 12.95 0.00 0.607 0.000 21.257 1.4875 0.00 23.33 0.00 0.607 0.000 9.806 2.8000 0.00 38.64 0.00 0.607 0.000 33.927 LT4 B23 BALOK MIN 0.1750 0.00 -42.38 0.00 -0.394 0.000 -37.050 1.4875 0.00 -26.60 0.00 -0.394 0.000 -1.553 2.8000 0.00 -15.26 0.00 -0.394 0.000 -41.412 LT4 B25 BALOK MAX 0.1750 0.45 -22.14 0.00 11.407 0.005 2.686 3.0500 0.45 -4.90 0.00 11.407 0.006 72.832 3.0500 0.45 32.73 0.00 -3.405 0.006 72.821 5.9250 0.45 58.51 0.00 -3.405 0.005 3.236 LT4 B25 BALOK MIN 0.1750 -0.45 -58.71 0.00 3.685 -0.005 -68.988 3.0500 -0.45 -32.94 0.00 3.685 -0.006 38.320 3.0500 -0.45 4.69 0.00 -11.403 -0.006 38.301 5.9250 -0.45 21.94 0.00 -11.403 -0.005 -68.408 LT4 B27 BALOK MAX 0.2250 0.00 0.45 0.00 4.027 0.000 22.527 1.8750 0.00 22.11 0.00 4.027 0.000 6.756 3.5250 0.00 51.39 0.00 4.027 0.000 18.850 LT4 B27 BALOK MIN 0.2250 0.00 -54.72 0.00 0.423 0.000 -64.925 1.8750 0.00 -24.04 0.00 0.423 0.000 0.750 3.5250 0.00 -0.97 0.00 0.423 0.000 -54.906 LT4 B28 BALOK MAX 0.2250 0.00 -64.21 0.00 7.736 0.000 -37.970 2.2500 0.00 -35.29 0.00 7.736 0.000 89.372 2.2500 0.00 -10.12 0.00 -13.214 0.000 89.999 3.0500 0.00 -0.74 0.00 -13.214 0.000 113.974 3.0500 0.00 29.97 0.00 27.033 0.000 113.972 3.8500 0.00 43.05 0.00 27.033 0.000 89.897 3.8500 0.00 79.31 0.00 -1.401 0.000 89.052

Page 36: Hitungan Str Kost Pogung

No.Lembar : 33

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

5.8750 0.00 123.94 0.00 -1.401 0.000 -38.163 LT4 B28 BALOK MIN 0.2250 0.00 -124.29 0.00 1.018 0.000 -133.705 2.2500 0.00 -79.62 0.00 1.018 0.000 45.435 2.2500 0.00 -42.81 0.00 -27.697 0.000 45.754 3.0500 0.00 -29.73 0.00 -27.697 0.000 66.633 3.0500 0.00 0.99 0.00 12.513 0.000 66.636 3.8500 0.00 10.37 0.00 12.513 0.000 45.538 3.8500 0.00 35.21 0.00 -7.773 0.000 45.039 5.8750 0.00 64.14 0.00 -7.773 0.000 -133.549 LT4 B29 BALOK MAX 0.2250 0.00 1.20 0.00 0.904 0.000 18.833 1.8750 0.00 24.39 0.00 0.904 0.000 6.206 3.5250 0.00 55.07 0.00 0.904 0.000 21.670 LT4 B29 BALOK MIN 0.2250 0.00 -50.98 0.00 -3.265 0.000 -54.773 1.8750 0.00 -21.82 0.00 -3.265 0.000 0.343 3.5250 0.00 -0.15 0.00 -3.265 0.000 -66.099 LT4 B30 BALOK MAX 0.2250 0.00 -10.52 0.00 -0.999 0.000 2.991 1.8750 0.00 18.14 0.00 -0.999 0.000 -0.554 3.5250 0.00 57.79 0.00 -0.999 0.000 6.908 LT4 B30 BALOK MIN 0.2250 0.00 -67.56 0.00 -2.405 0.000 -87.245 1.8750 0.00 -25.75 0.00 -2.405 0.000 -5.911 3.5250 0.00 5.08 0.00 -2.405 0.000 -66.061 LT4 B31 BALOK MAX 0.2250 0.36 -73.39 0.03 9.223 0.018 -43.233 2.2500 0.36 -44.95 0.03 9.223 0.035 107.581 2.2500 0.51 8.43 0.00 13.387 0.005 109.077 3.0500 0.51 21.12 0.00 13.387 0.008 106.936 3.8500 0.51 39.13 0.00 13.387 0.011 89.962 3.8500 0.00 75.60 0.00 -9.541 0.000 89.202 5.8750 0.00 125.67 0.00 -9.541 0.000 -40.804 LT4 B31 BALOK MIN 0.2250 -0.36 -136.67 -0.03 3.834 -0.018 -137.708 2.2500 -0.36 -91.91 -0.03 3.834 -0.035 58.840 2.2500 -0.51 -14.03 0.00 8.110 -0.005 59.661 3.0500 -0.51 -3.15 0.00 8.110 -0.008 66.265 3.8500 -0.51 9.33 0.00 8.110 -0.011 46.760 3.8500 0.00 34.44 0.00 -17.820 0.000 46.348 5.8750 0.00 67.03 0.00 -17.820 0.000 -132.661 LT4 B32 BALOK MAX 0.2250 0.00 -2.13 0.00 1.249 0.000 9.225 1.8750 0.00 20.30 0.00 1.249 0.000 1.561 3.5250 0.00 50.98 0.00 1.249 0.000 18.969 LT4 B32 BALOK MIN 0.2250 0.00 -52.14 0.00 0.256 0.000 -61.364 1.8750 0.00 -22.21 0.00 0.256 0.000 -3.803 3.5250 0.00 -0.55 0.00 0.256 0.000 -64.780 LT4 B34 BALOK MAX 0.2750 0.00 21.33 0.00 1.259 0.000 35.560 1.2500 0.00 36.25 0.00 1.259 0.000 8.448 2.2250 0.00 53.74 0.00 1.259 0.000 32.238 LT4 B34 BALOK MIN 0.2750 0.00 -71.57 0.00 -5.022 0.000 -65.697 1.2500 0.00 -50.06 0.00 -5.022 0.000 -5.686 2.2250 0.00 -32.18 0.00 -5.022 0.000 -34.942 LT4 B35 BALOK MAX 0.2250 0.00 -2.85 0.00 0.136 0.000 20.396 1.8750 0.00 26.75 0.00 0.136 0.000 9.207 3.5250 0.00 68.56 0.00 0.136 0.000 7.582 LT4 B35 BALOK MIN 0.2250 0.00 -58.63 0.00 -0.374 0.000 -59.183 1.8750 0.00 -17.74 0.00 -0.374 0.000 4.183 3.5250 0.00 10.93 0.00 -0.374 0.000 -76.084 LT4 B36 BALOK MAX 0.2250 0.35 -72.89 0.04 -6.046 0.024 -45.201 2.2500 0.35 -44.44 0.04 -6.046 0.047 104.381 2.2500 0.50 6.54 0.00 -8.150 0.008 105.591 3.0500 0.50 18.79 0.00 -8.150 0.011 104.932 3.8500 0.50 36.81 0.00 -8.150 0.014 89.440 3.8500 0.00 72.98 0.00 16.479 0.000 88.665 5.8750 0.00 123.52 0.00 16.479 0.000 -38.355 LT4 B36 BALOK MIN 0.2250 -0.35 -135.55 -0.04 -12.475 -0.024 -137.800 2.2500 -0.35 -90.54 -0.04 -12.475 -0.047 56.757 2.2500 -0.50 -15.66 0.00 -13.842 -0.008 57.351 3.0500 -0.50 -4.34 0.00 -13.842 -0.011 64.616 3.8500 -0.50 8.14 0.00 -13.842 -0.014 46.539 3.8500 0.00 33.03 0.00 8.906 0.000 46.103 5.8750 0.00 65.62 0.00 8.906 0.000 -127.747 LT4 B37 BALOK MAX 0.2250 0.00 -4.40 0.00 2.137 0.000 4.640 1.8750 0.00 17.27 0.00 2.137 0.000 0.870 3.5250 0.00 47.19 0.00 2.137 0.000 22.863

Page 37: Hitungan Str Kost Pogung

No.Lembar : 34

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT4 B37 BALOK MIN 0.2250 0.00 -56.44 0.00 0.986 0.000 -69.526 1.8750 0.00 -25.76 0.00 0.986 0.000 -5.017 3.5250 0.00 -3.33 0.00 0.986 0.000 -59.740 LT4 B39 BALOK MAX 0.2750 0.00 17.55 0.00 15.179 0.000 36.454 0.9500 0.00 25.29 0.00 15.179 0.000 23.189 0.9500 0.00 40.41 0.00 -2.334 0.000 22.998 1.2500 0.00 45.56 0.00 -2.334 0.000 10.268 2.2250 0.00 65.06 0.00 -2.334 0.000 25.422 LT4 B39 BALOK MIN 0.2750 0.00 -77.49 0.00 0.697 0.000 -61.358 0.9500 0.00 -66.72 0.00 0.697 0.000 -13.601 0.9500 0.00 -41.28 0.00 -6.823 0.000 -14.282 1.2500 0.00 -36.14 0.00 -6.823 0.000 -2.786 2.2250 0.00 -22.47 0.00 -6.823 0.000 -44.239 LT4 B40 BALOK MAX 0.2250 0.00 -3.25 0.00 -0.969 0.000 21.341 1.8750 0.00 26.55 0.00 -0.969 0.000 11.597 3.5250 0.00 68.36 0.00 -0.969 0.000 9.237 LT4 B40 BALOK MIN 0.2250 0.00 -58.44 0.00 -2.430 0.000 -56.611 1.8750 0.00 -17.76 0.00 -2.430 0.000 5.594 3.5250 0.00 10.91 0.00 -2.430 0.000 -73.525 LT4 B41 BALOK MAX 0.2250 0.35 -66.41 0.03 1.880 0.019 -39.526 2.2500 0.35 -37.97 0.03 1.880 0.037 92.391 2.2500 0.49 6.27 0.00 12.350 0.006 92.624 3.0500 0.49 18.42 0.00 12.350 0.009 92.292 3.8500 0.49 36.44 0.00 12.350 0.011 77.127 3.8500 0.00 63.87 0.00 -1.435 0.000 77.340 5.8750 0.00 113.43 0.00 -1.435 0.000 -32.803 LT4 B41 BALOK MIN 0.2250 -0.35 -124.88 -0.03 -1.417 -0.019 -129.259 2.2500 -0.35 -80.96 -0.03 -1.417 -0.037 49.136 2.2500 -0.49 -16.08 0.00 7.090 -0.006 49.161 3.0500 -0.49 -4.66 0.00 7.090 -0.009 56.487 3.8500 -0.49 7.82 0.00 7.090 -0.011 38.888 3.8500 0.00 26.80 0.00 -4.488 0.000 39.011 5.8750 0.00 59.39 0.00 -4.488 0.000 -119.467 LT4 B42 BALOK MAX 0.2250 0.00 -3.92 0.00 1.014 0.000 7.552 1.8750 0.00 17.74 0.00 1.014 0.000 3.221 3.5250 0.00 47.51 0.00 1.014 0.000 24.377 LT4 B42 BALOK MIN 0.2250 0.00 -56.28 0.00 -0.333 0.000 -66.508 1.8750 0.00 -25.60 0.00 -0.333 0.000 -2.478 3.5250 0.00 -3.02 0.00 -0.333 0.000 -57.401 LT4 B43 BALOK MAX 0.2000 0.00 -5.21 0.00 0.305 0.000 12.063 1.8750 0.00 16.70 0.00 0.305 0.000 5.209 3.5500 0.00 47.40 0.00 0.305 0.000 10.111 LT4 B43 BALOK MIN 0.2000 0.00 -49.69 0.00 -0.948 0.000 -59.083 1.8750 0.00 -18.67 0.00 -0.948 0.000 -0.865 3.5500 0.00 3.54 0.00 -0.948 0.000 -50.501 LT4 B44 BALOK MAX 0.2000 0.00 -40.57 0.00 -7.879 0.000 -16.715 2.2500 0.00 -17.11 0.00 -7.879 0.000 55.944 2.2500 0.00 0.79 0.00 -0.408 0.000 56.087 3.0500 0.00 9.24 0.00 -0.408 0.000 59.544 3.8500 0.00 20.75 0.00 -0.408 0.000 56.436 3.8500 0.00 47.51 0.00 14.627 0.000 56.269 5.9000 0.00 80.15 0.00 14.627 0.000 -17.760 LT4 B44 BALOK MIN 0.2000 0.00 -79.49 0.00 -14.957 0.000 -87.632 2.2500 0.00 -46.86 0.00 -14.957 0.000 27.205 2.2500 0.00 -21.06 0.00 -0.778 0.000 27.317 3.0500 0.00 -9.43 0.00 -0.778 0.000 37.652 3.8500 0.00 -0.85 0.00 -0.778 0.000 27.269 3.8500 0.00 17.69 0.00 7.209 0.000 27.146 5.9000 0.00 41.15 0.00 7.209 0.000 -88.844 LT4 B45 BALOK MAX 0.2000 0.00 -4.92 0.00 0.568 0.000 8.082 1.8750 0.00 16.99 0.00 0.568 0.000 6.918 3.5500 0.00 47.86 0.00 0.568 0.000 15.184 LT4 B45 BALOK MIN 0.2000 0.00 -48.91 0.00 0.195 0.000 -51.322 1.8750 0.00 -17.90 0.00 0.195 0.000 -0.587 3.5500 0.00 4.15 0.00 0.195 0.000 -55.382 LT4 B139 BALOK MAX 0.0000 0.00 -10.70 0.00 0.094 0.000 -7.045 3.0000 0.00 1.15 0.00 0.094 0.000 18.284 6.0000 0.00 22.49 0.00 0.094 0.000 -6.300 LT4 B139 BALOK MIN 0.0000 0.00 -22.93 0.00 -0.051 0.000 -20.982

Page 38: Hitungan Str Kost Pogung

No.Lembar : 35

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.00 -1.46 0.00 -0.051 0.000 9.519 6.0000 0.00 10.46 0.00 -0.051 0.000 -19.661 LT4 B140 BALOK MAX 0.0000 0.00 22.93 0.00 -7.045 0.000 0.051 0.8125 0.00 28.05 0.00 -7.045 0.000 -9.861 1.6250 0.00 34.91 0.00 -7.045 0.000 -22.874 LT4 B140 BALOK MIN 0.0000 0.00 10.70 0.00 -20.982 0.000 -0.094 0.8125 0.00 13.83 0.00 -20.982 0.000 -20.362 1.6250 0.00 17.81 0.00 -20.982 0.000 -46.262 LT4 B141 BALOK MAX 0.0000 0.00 22.49 0.00 19.661 0.000 0.094 0.8125 0.00 30.05 0.00 19.661 0.000 -10.374 1.6250 0.00 39.34 0.00 19.661 0.000 -25.420 LT4 B141 BALOK MIN 0.0000 0.00 10.46 0.00 6.300 0.000 -0.051 0.8125 0.00 15.41 0.00 6.300 0.000 -20.937 1.6250 0.00 21.23 0.00 6.300 0.000 -49.450 LT3 B1 BALOK MAX 0.2250 0.00 3.39 0.00 0.169 0.000 34.047 3.0000 0.00 15.56 0.00 0.169 0.000 12.071 5.7750 0.00 31.77 0.00 0.169 0.000 33.096 LT3 B1 BALOK MIN 0.2250 0.00 -31.47 0.00 -0.165 0.000 -53.907 3.0000 0.00 -15.24 0.00 -0.165 0.000 7.709 5.7750 0.00 -3.04 0.00 -0.165 0.000 -54.750 LT3 B2 BALOK MAX 0.2250 0.00 -39.20 0.00 13.150 0.000 -0.827 3.0000 0.00 3.89 0.00 13.150 0.000 103.192 3.0000 0.00 47.54 0.00 -0.649 0.000 103.281 5.7750 0.00 112.62 0.00 -0.649 0.000 0.247 LT3 B2 BALOK MIN 0.2250 0.00 -113.95 0.00 0.380 0.000 -140.285 3.0000 0.00 -48.45 0.00 0.380 0.000 46.231 3.0000 0.00 -4.13 0.00 -12.828 0.000 46.342 5.7750 0.00 38.96 0.00 -12.828 0.000 -138.089 LT3 B4 BALOK MAX 0.2250 0.00 -23.31 0.00 1.211 0.000 13.469 3.0000 0.00 10.73 0.00 1.211 0.000 58.341 3.0000 0.00 31.29 0.00 13.119 0.000 57.916 5.7750 0.00 79.34 0.00 13.119 0.000 9.441 LT3 B4 BALOK MIN 0.2250 0.00 -78.88 0.00 -11.384 0.000 -106.300 3.0000 0.00 -30.83 0.00 -11.384 0.000 25.757 3.0000 0.00 -10.31 0.00 0.793 0.000 25.557 5.7750 0.00 23.73 0.00 0.793 0.000 -105.200 LT3 B6 BALOK MAX 0.2250 0.00 -30.30 0.00 10.100 0.000 -0.424 3.0000 0.00 -5.94 0.00 10.100 0.000 116.085 3.0000 0.00 59.40 0.00 -1.973 0.000 109.729 5.7750 0.00 105.86 0.00 -1.973 0.000 -6.203 LT3 B6 BALOK MIN 0.2250 0.00 -104.78 0.00 -1.009 0.000 -125.510 3.0000 0.00 -58.56 0.00 -1.009 0.000 45.910 3.0000 0.00 7.74 0.00 -10.369 0.000 43.394 5.7750 0.00 32.10 0.00 -10.369 0.000 -131.134 LT3 B7 BALOK MAX 0.2250 0.00 -21.79 0.00 3.642 0.000 7.505 3.0000 0.00 2.57 0.00 3.642 0.000 82.023 3.0000 0.00 40.80 0.00 5.967 0.000 81.909 5.7750 0.00 83.32 0.00 5.967 0.000 10.828 LT3 B7 BALOK MIN 0.2250 0.00 -88.01 0.00 -6.056 0.000 -114.149 3.0000 0.00 -43.66 0.00 -6.056 0.000 30.439 3.0000 0.00 -4.26 0.00 -3.421 0.000 30.343 5.7750 0.00 20.09 0.00 -3.421 0.000 -105.092 LT3 B8 BALOK MAX 0.2250 0.00 28.37 0.00 0.793 0.000 42.911 1.5125 0.00 39.32 0.00 0.793 0.000 5.356 2.8000 0.00 53.79 0.00 0.793 0.000 51.977 LT3 B8 BALOK MIN 0.2250 0.00 -62.22 0.00 -0.617 0.000 -65.500 1.5125 0.00 -45.28 0.00 -0.617 0.000 0.358 2.8000 0.00 -32.37 0.00 -0.617 0.000 -58.939 LT3 B9 BALOK MAX 0.2750 0.00 -22.17 0.00 -2.024 0.000 15.640 3.0250 0.00 15.30 0.00 -2.024 0.000 47.527 3.7500 0.00 22.85 0.00 -2.024 0.000 51.811 3.7500 0.00 50.47 0.00 22.486 0.000 51.244 5.7750 0.00 82.92 0.00 22.486 0.000 14.405 LT3 B9 BALOK MIN 0.2750 0.00 -78.84 0.00 -11.403 0.000 -109.326 3.0250 0.00 -25.17 0.00 -11.403 0.000 22.667 3.7500 0.00 -14.79 0.00 -11.403 0.000 12.780

Page 39: Hitungan Str Kost Pogung

No.Lembar : 36

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.7500 0.00 -1.22 0.00 5.683 0.000 12.750 5.7750 0.00 22.00 0.00 5.683 0.000 -106.293 LT3 B10 BALOK MAX 0.2250 0.00 -51.96 0.00 1.828 0.000 -23.165 3.0000 0.00 -9.15 0.00 1.828 0.000 179.750 3.0000 0.00 95.82 0.00 17.310 0.000 179.403 5.7750 0.00 166.69 0.00 17.310 0.000 -19.961 LT3 B10 BALOK MIN 0.2250 0.00 -164.24 0.00 -15.818 0.000 -174.010 3.0000 0.00 -93.37 0.00 -15.818 0.000 59.109 3.0000 0.00 8.07 0.00 -0.846 0.000 59.185 5.7750 0.00 50.88 0.00 -0.846 0.000 -181.154 LT3 B11 BALOK MAX 0.2250 0.00 -47.21 0.00 0.842 0.000 -16.686 3.0000 0.00 -4.40 0.00 0.842 0.000 173.581 3.0000 0.00 90.53 0.00 19.654 0.000 173.210 5.7750 0.00 161.40 0.00 19.654 0.000 -18.108 LT3 B11 BALOK MIN 0.2250 0.00 -163.22 0.00 -19.508 0.000 -177.343 3.0000 0.00 -92.35 0.00 -19.508 0.000 51.897 3.0000 0.00 4.69 0.00 -0.560 0.000 51.314 5.7750 0.00 47.50 0.00 -0.560 0.000 -172.664 LT3 B12 BALOK MAX 0.2250 0.00 -50.47 0.00 0.244 0.000 -17.835 3.0000 0.00 -7.66 0.00 0.244 0.000 149.896 3.0000 0.00 71.12 0.00 14.802 0.000 150.339 5.7750 0.00 141.99 0.00 14.802 0.000 -17.389 LT3 B12 BALOK MIN 0.2250 0.00 -149.09 0.00 -14.729 0.000 -164.815 3.0000 0.00 -78.22 0.00 -14.729 0.000 59.849 3.0000 0.00 7.30 0.00 0.020 0.000 60.086 5.7750 0.00 50.11 0.00 0.020 0.000 -155.140 LT3 B13 BALOK MAX 0.2250 0.00 17.21 0.00 1.279 0.000 35.783 1.5125 0.00 37.76 0.00 1.279 0.000 7.614 2.8000 0.00 64.01 0.00 1.279 0.000 51.507 LT3 B13 BALOK MIN 0.2250 0.00 -79.56 0.00 -1.205 0.000 -77.677 1.5125 0.00 -49.57 0.00 -1.205 0.000 1.730 2.8000 0.00 -25.89 0.00 -1.205 0.000 -62.644 LT3 B14 BALOK MAX 0.2750 0.00 -21.55 0.00 11.326 0.000 17.333 3.0250 0.00 15.91 0.00 11.326 0.000 47.629 3.7500 0.00 23.46 0.00 11.326 0.000 52.119 3.7500 0.00 51.07 0.00 -5.677 0.000 51.548 5.7750 0.00 83.52 0.00 -5.677 0.000 16.698 LT3 B14 BALOK MIN 0.2750 0.00 -79.71 0.00 1.980 0.000 -111.740 3.0250 0.00 -26.04 0.00 1.980 0.000 22.607 3.7500 0.00 -15.66 0.00 1.980 0.000 12.336 3.7500 0.00 -2.11 0.00 -22.501 0.000 12.315 5.7750 0.00 21.11 0.00 -22.501 0.000 -107.821 LT3 B15 BALOK MAX 0.2250 0.00 -49.89 0.00 16.995 0.000 -20.049 3.0000 0.00 -7.08 0.00 16.995 0.000 173.729 3.0000 0.00 77.15 0.00 0.206 0.000 171.509 5.7750 0.00 182.37 0.00 0.206 0.000 -15.380 LT3 B15 BALOK MIN 0.2250 0.00 -161.05 0.00 -1.159 0.000 -171.170 3.0000 0.00 -90.18 0.00 -1.159 0.000 56.549 3.0000 0.00 1.24 0.00 -18.555 0.000 56.294 5.7750 0.00 51.51 0.00 -18.555 0.000 -186.674 LT3 B16 BALOK MAX 0.2250 0.00 -32.56 0.00 18.821 0.000 -6.386 3.0000 0.00 -8.48 0.00 18.821 0.000 183.306 3.0000 0.00 90.46 0.00 0.888 0.000 183.301 5.7750 0.00 169.65 0.00 0.888 0.000 -6.620 LT3 B16 BALOK MIN 0.2250 0.00 -174.68 0.00 -1.151 0.000 -187.870 3.0000 0.00 -95.48 0.00 -1.151 0.000 47.608 3.0000 0.00 8.57 0.00 -18.926 0.000 47.648 5.7750 0.00 32.65 0.00 -18.926 0.000 -173.937 LT3 B17 BALOK MAX 0.2250 0.00 -36.82 0.00 24.232 0.000 2.526 3.0000 0.00 1.03 0.00 24.232 0.000 77.654 3.0000 0.00 39.16 0.00 -5.690 0.000 77.775 5.7750 0.00 106.45 0.00 -5.690 0.000 -1.182 LT3 B17 BALOK MIN 0.2250 0.00 -110.75 0.00 5.399 0.000 -129.306 3.0000 0.00 -46.65 0.00 5.399 0.000 39.000 3.0000 0.00 -4.16 0.00 -24.901 0.000 39.002 5.7750 0.00 39.89 0.00 -24.901 0.000 -123.182 LT3 B18 BALOK MAX 0.2250 0.00 20.10 0.00 1.275 0.000 39.445 1.5125 0.00 40.65 0.00 1.275 0.000 14.670

Page 40: Hitungan Str Kost Pogung

No.Lembar : 37

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

2.8000 0.00 74.05 0.00 1.275 0.000 53.669 LT3 B18 BALOK MIN 0.2250 0.00 -85.54 0.00 -1.356 0.000 -77.829 1.5125 0.00 -49.76 0.00 -1.356 0.000 1.675 2.8000 0.00 -27.43 0.00 -1.356 0.000 -68.251 LT3 B20 BALOK MAX 0.2250 0.00 -13.29 0.00 9.861 0.000 19.920 3.0000 0.00 2.01 0.00 9.861 0.000 67.492 3.0000 0.00 51.40 0.00 1.647 0.000 67.621 5.7750 0.00 59.31 0.00 1.647 0.000 22.046 LT3 B20 BALOK MIN 0.2250 0.00 -68.80 0.00 -2.140 0.000 -106.253 3.0000 0.00 -45.73 0.00 -2.140 0.000 30.266 3.0000 0.00 0.37 0.00 -9.900 0.000 30.254 5.7750 0.00 6.30 0.00 -9.900 0.000 -98.978 LT3 B21 BALOK MAX 0.2250 0.00 -15.12 0.00 4.850 0.000 15.913 3.0000 0.00 6.23 0.00 4.850 0.000 105.449 3.0000 0.00 53.99 0.00 3.030 0.000 105.482 5.7750 0.00 94.18 0.00 3.030 0.000 13.751 LT3 B21 BALOK MIN 0.2250 0.00 -94.97 0.00 -3.594 0.000 -112.636 3.0000 0.00 -54.78 0.00 -3.594 0.000 22.818 3.0000 0.00 -5.47 0.00 -4.762 0.000 22.771 5.7750 0.00 15.88 0.00 -4.762 0.000 -113.682 LT3 B22 BALOK MAX 0.2250 0.00 -28.48 0.00 0.170 0.000 9.997 1.6740 0.00 -15.60 0.00 0.170 0.000 46.102 1.6740 0.00 6.00 0.00 0.170 0.000 46.102 3.0000 0.00 17.78 0.00 0.170 0.000 40.056 4.3260 0.00 32.56 0.00 0.170 0.000 47.726 4.3260 0.00 63.16 0.00 0.170 0.000 47.726 5.7750 0.00 80.33 0.00 0.170 0.000 9.120 LT3 B22 BALOK MIN 0.2250 0.00 -82.19 0.00 -0.259 0.000 -108.545 1.6740 0.00 -65.02 0.00 -0.259 0.000 -6.052 1.6740 0.00 -34.42 0.00 -0.259 0.000 -6.052 3.0000 0.00 -18.71 0.00 -0.259 0.000 25.325 4.3260 0.00 -5.99 0.00 -0.259 0.000 -5.214 4.3260 0.00 15.61 0.00 -0.259 0.000 -5.214 5.7750 0.00 28.49 0.00 -0.259 0.000 -102.515 LT3 B23 BALOK MAX 0.2250 0.00 31.64 0.00 1.103 0.000 44.831 1.5125 0.00 42.11 0.00 1.103 0.000 5.243 2.8000 0.00 56.76 0.00 1.103 0.000 54.784 LT3 B23 BALOK MIN 0.2250 0.00 -63.21 0.00 -0.719 0.000 -67.294 1.5125 0.00 -47.05 0.00 -0.719 0.000 -1.731 2.8000 0.00 -35.54 0.00 -0.719 0.000 -64.263 LT3 B25 BALOK MAX 0.2250 0.34 -44.39 0.00 17.804 0.005 -7.756 3.0500 0.34 -3.13 0.00 17.804 0.005 186.243 3.0500 0.34 88.05 0.00 -2.605 0.005 186.251 5.8750 0.34 155.34 0.00 -2.605 0.005 -6.394 LT3 B25 BALOK MIN 0.2250 -0.34 -155.82 0.00 2.827 -0.005 -158.175 3.0500 -0.34 -88.53 0.00 2.827 -0.005 53.089 3.0500 -0.34 2.64 0.00 -17.857 -0.005 53.122 5.8750 -0.34 43.90 0.00 -17.857 -0.005 -156.422 LT3 B27 BALOK MAX 0.2750 0.00 9.84 0.00 0.524 0.000 40.275 1.8750 0.00 31.00 0.00 0.524 0.000 10.812 3.4750 0.00 59.83 0.00 0.524 0.000 57.899 LT3 B27 BALOK MIN 0.2750 0.00 -75.96 0.00 -1.615 0.000 -93.184 1.8750 0.00 -45.76 0.00 -1.615 0.000 5.060 3.4750 0.00 -23.21 0.00 -1.615 0.000 -63.599 LT3 B28 BALOK MAX 0.2750 0.00 -50.28 0.00 1.781 0.000 -15.078 2.2500 0.00 -19.94 0.00 1.781 0.000 118.992 2.2500 0.00 -8.60 0.00 -9.064 0.000 119.095 3.0500 0.00 1.21 0.00 -9.064 0.000 171.241 3.0500 0.00 57.11 0.00 49.266 0.000 171.240 3.8500 0.00 72.23 0.00 49.266 0.000 119.501 3.8500 0.00 119.03 0.00 13.228 0.000 119.381 5.8250 0.00 169.19 0.00 13.228 0.000 -14.072 LT3 B28 BALOK MIN 0.2750 0.00 -169.50 0.00 -13.092 0.000 -166.889 2.2500 0.00 -119.33 0.00 -13.092 0.000 27.664 2.2500 0.00 -72.74 0.00 -49.292 0.000 27.521 3.0500 0.00 -57.62 0.00 -49.292 0.000 55.064 3.0500 0.00 -1.65 0.00 8.824 0.000 55.082 3.8500 0.00 8.15 0.00 8.824 0.000 27.847 3.8500 0.00 19.62 0.00 -2.069 0.000 27.993 5.8250 0.00 49.96 0.00 -2.069 0.000 -165.893 LT3 B29 BALOK MAX

Page 41: Hitungan Str Kost Pogung

No.Lembar : 38

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.2750 0.00 21.63 0.00 1.550 0.000 55.450 1.8750 0.00 43.86 0.00 1.550 0.000 10.944 3.4750 0.00 74.07 0.00 1.550 0.000 42.902 LT3 B29 BALOK MIN 0.2750 0.00 -61.73 0.00 -1.324 0.000 -66.532 1.8750 0.00 -32.59 0.00 -1.324 0.000 5.143 3.4750 0.00 -11.42 0.00 -1.324 0.000 -90.046 LT3 B30 BALOK MAX 0.2750 0.00 -0.80 0.00 -0.488 0.000 28.929 1.8750 0.00 27.32 0.00 -0.488 0.000 13.274 3.4750 0.00 66.55 0.00 -0.488 0.000 50.725 LT3 B30 BALOK MIN 0.2750 0.00 -86.68 0.00 -1.473 0.000 -99.934 1.8750 0.00 -45.23 0.00 -1.473 0.000 6.878 3.4750 0.00 -14.89 0.00 -1.473 0.000 -64.420 LT3 B31 BALOK MAX 0.2750 0.30 -42.51 0.02 8.487 0.014 -6.588 2.2500 0.30 -14.62 0.02 8.487 0.029 104.406 2.2500 0.42 8.68 0.00 13.814 0.004 105.322 3.0500 0.42 22.44 0.00 13.814 0.007 102.959 3.8500 0.42 40.61 0.00 13.814 0.009 85.490 3.8500 0.00 76.67 0.00 -2.117 0.000 85.076 5.8250 0.00 130.40 0.00 -2.117 0.000 -4.894 LT3 B31 BALOK MIN 0.2750 -0.30 -143.72 -0.02 -1.066 -0.014 -139.844 2.2500 -0.30 -98.67 -0.02 -1.066 -0.029 23.074 2.2500 -0.42 -24.19 0.00 2.656 -0.004 22.931 3.0500 -0.42 -14.29 0.00 2.656 -0.007 38.337 3.8500 -0.42 -1.81 0.00 2.656 -0.009 18.669 3.8500 0.00 8.55 0.00 -17.682 0.000 18.701 5.8250 0.00 40.59 0.00 -17.682 0.000 -133.999 LT3 B32 BALOK MAX 0.2750 0.00 18.40 0.00 1.281 0.000 51.420 1.8750 0.00 42.11 0.00 1.281 0.000 12.484 3.4750 0.00 72.31 0.00 1.281 0.000 40.805 LT3 B32 BALOK MIN 0.2750 0.00 -58.42 0.00 0.441 0.000 -60.171 1.8750 0.00 -30.75 0.00 0.441 0.000 6.276 3.4750 0.00 -9.58 0.00 0.441 0.000 -85.892 LT3 B33 BALOK MAX 0.2750 0.00 -11.66 0.00 26.400 0.000 17.150 2.2000 0.00 -3.21 0.00 26.400 0.000 43.945 2.2000 0.00 12.61 0.00 -3.579 0.000 42.816 3.0000 0.00 19.32 0.00 -3.579 0.000 38.747 5.7250 0.00 56.33 0.00 -3.579 0.000 27.432 LT3 B33 BALOK MIN 0.2750 0.00 -63.14 0.00 8.500 0.000 -93.000 2.2000 0.00 -51.88 0.00 8.500 0.000 5.216 2.2000 0.00 -21.13 0.00 -14.983 0.000 4.350 3.0000 0.00 -16.13 0.00 -14.983 0.000 18.478 5.7250 0.00 8.85 0.00 -14.983 0.000 -75.673 LT3 B34 BALOK MAX 0.2750 0.00 45.09 0.00 0.388 0.000 53.823 1.2250 0.00 59.53 0.00 0.388 0.000 5.630 2.1750 0.00 79.43 0.00 0.388 0.000 47.600 LT3 B34 BALOK MIN 0.2750 0.00 -79.85 0.00 -4.130 0.000 -65.819 1.2250 0.00 -58.88 0.00 -4.130 0.000 0.151 2.1750 0.00 -43.36 0.00 -4.130 0.000 -60.837 LT3 B35 BALOK MAX 0.2750 0.00 1.64 0.00 0.856 0.000 32.701 1.8750 0.00 29.75 0.00 0.856 0.000 16.704 3.4750 0.00 70.22 0.00 0.856 0.000 51.855 LT3 B35 BALOK MIN 0.2750 0.00 -83.31 0.00 -0.313 0.000 -88.748 1.8750 0.00 -41.87 0.00 -0.313 0.000 10.065 3.4750 0.00 -12.77 0.00 -0.313 0.000 -69.141 LT3 B36 BALOK MAX 0.2750 0.29 -43.38 0.03 1.172 0.018 -8.715 2.2500 0.29 -15.49 0.03 1.172 0.039 102.482 2.2500 0.41 8.03 0.00 -2.923 0.007 103.120 3.0500 0.41 21.50 0.00 -2.923 0.009 101.286 3.8500 0.41 39.67 0.00 -2.923 0.011 84.347 3.8500 0.00 75.81 0.00 17.527 0.000 83.931 5.8250 0.00 129.54 0.00 17.527 0.000 -7.149 LT3 B36 BALOK MIN 0.2750 -0.29 -141.47 -0.03 -10.991 -0.018 -136.493 2.2500 -0.29 -96.42 -0.03 -10.991 -0.039 24.260 2.2500 -0.41 -23.49 0.00 -13.373 -0.007 24.150 3.0500 -0.41 -13.32 0.00 -13.373 -0.009 38.585 3.8500 -0.41 -0.84 0.00 -13.373 -0.011 19.319 3.8500 0.00 9.53 0.00 1.916 0.000 19.343 5.8250 0.00 41.57 0.00 1.916 0.000 -131.855 LT3 B37 BALOK MAX 0.2750 0.00 15.41 0.00 1.056 0.000 46.232

Page 42: Hitungan Str Kost Pogung

No.Lembar : 39

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

1.8750 0.00 38.19 0.00 1.056 0.000 11.919 3.4750 0.00 68.39 0.00 1.056 0.000 41.932 LT3 B37 BALOK MIN 0.2750 0.00 -60.26 0.00 0.076 0.000 -63.584 1.8750 0.00 -31.66 0.00 0.076 0.000 5.878 3.4750 0.00 -10.49 0.00 0.076 0.000 -80.165 LT3 B38 BALOK MAX 0.2750 0.00 -11.64 0.00 -8.875 0.000 16.848 2.2000 0.00 -3.19 0.00 -8.875 0.000 43.777 2.2000 0.00 12.46 0.00 14.185 0.000 42.687 3.0000 0.00 19.32 0.00 14.185 0.000 38.671 5.7250 0.00 56.34 0.00 14.185 0.000 24.079 LT3 B38 BALOK MIN 0.2750 0.00 -61.78 0.00 -27.005 0.000 -89.033 2.2000 0.00 -50.52 0.00 -27.005 0.000 6.401 2.2000 0.00 -19.68 0.00 3.091 0.000 5.575 3.0000 0.00 -14.83 0.00 3.091 0.000 18.397 5.7250 0.00 10.15 0.00 3.091 0.000 -75.825 LT3 B39 BALOK MAX 0.2750 0.00 47.12 0.00 12.912 0.000 54.477 0.9500 0.00 54.86 0.00 12.912 0.000 23.883 0.9500 0.00 60.11 0.00 0.762 0.000 24.257 1.2250 0.00 65.66 0.00 0.762 0.000 8.134 2.1750 0.00 85.10 0.00 0.762 0.000 41.678 LT3 B39 BALOK MIN 0.2750 0.00 -79.40 0.00 -4.515 0.000 -59.265 0.9500 0.00 -68.58 0.00 -4.515 0.000 -12.864 0.9500 0.00 -53.85 0.00 -5.716 0.000 -13.394 1.2250 0.00 -49.99 0.00 -5.716 0.000 0.899 2.1750 0.00 -36.50 0.00 -5.716 0.000 -65.111 LT3 B40 BALOK MAX 0.2750 0.00 2.29 0.00 -0.280 0.000 33.827 1.8750 0.00 30.41 0.00 -0.280 0.000 16.788 3.4750 0.00 71.41 0.00 -0.280 0.000 46.465 LT3 B40 BALOK MIN 0.2750 0.00 -79.39 0.00 -1.471 0.000 -82.172 1.8750 0.00 -37.94 0.00 -1.471 0.000 10.145 3.4750 0.00 -9.38 0.00 -1.471 0.000 -70.701 LT3 B41 BALOK MAX 0.2750 0.29 -41.96 0.02 2.112 0.014 -8.037 2.2500 0.29 -14.07 0.02 2.112 0.031 93.757 2.2500 0.40 7.49 0.00 12.045 0.005 93.748 3.0500 0.40 20.89 0.00 12.045 0.007 92.121 3.8500 0.40 39.06 0.00 12.045 0.009 75.388 3.8500 0.00 67.46 0.00 0.961 0.000 75.603 5.8250 0.00 121.19 0.00 0.961 0.000 -6.503 LT3 B41 BALOK MIN 0.2750 -0.29 -132.39 -0.02 -3.580 -0.014 -129.745 2.2500 -0.29 -87.33 -0.02 -3.580 -0.031 22.598 2.2500 -0.40 -23.27 0.00 2.995 -0.005 22.504 3.0500 -0.40 -13.02 0.00 2.995 -0.007 36.109 3.8500 -0.40 -0.54 0.00 2.995 -0.009 17.909 3.8500 0.00 8.23 0.00 -6.700 0.000 17.998 5.8250 0.00 40.28 0.00 -6.700 0.000 -125.523 LT3 B42 BALOK MAX 0.2750 0.00 13.14 0.00 0.623 0.000 42.596 1.8750 0.00 35.36 0.00 0.623 0.000 11.792 3.4750 0.00 65.57 0.00 0.623 0.000 41.623 LT3 B42 BALOK MIN 0.2750 0.00 -60.72 0.00 -0.104 0.000 -63.953 1.8750 0.00 -31.57 0.00 -0.104 0.000 5.880 3.4750 0.00 -10.40 0.00 -0.104 0.000 -75.113 LT3 B43 BALOK MAX 0.2000 0.00 2.50 0.00 0.335 0.000 31.397 1.8750 0.00 24.41 0.00 0.335 0.000 12.665 3.5500 0.00 55.02 0.00 0.335 0.000 32.935 LT3 B43 BALOK MIN 0.2000 0.00 -59.72 0.00 -0.804 0.000 -68.519 1.8750 0.00 -28.51 0.00 -0.804 0.000 5.977 3.5500 0.00 -6.00 0.00 -0.804 0.000 -56.317 LT3 B44 BALOK MAX 0.2000 0.00 -27.65 0.00 -2.518 0.000 -0.272 2.2500 0.00 -4.18 0.00 -2.518 0.000 53.866 2.2500 0.00 4.01 0.00 0.099 0.000 54.026 3.0500 0.00 12.47 0.00 0.099 0.000 59.718 3.8500 0.00 23.97 0.00 0.099 0.000 54.818 3.8500 0.00 47.01 0.00 16.714 0.000 54.603 5.9000 0.00 82.28 0.00 16.714 0.000 0.151 LT3 B44 BALOK MIN 0.2000 0.00 -82.25 0.00 -16.900 0.000 -95.111 2.2500 0.00 -46.98 0.00 -16.900 0.000 11.739 2.2500 0.00 -24.63 0.00 -0.519 0.000 11.820 3.0500 0.00 -12.96 0.00 -0.519 0.000 24.467 3.8500 0.00 -4.35 0.00 -0.519 0.000 12.011 3.8500 0.00 4.15 0.00 2.469 0.000 11.922 5.9000 0.00 27.61 0.00 2.469 0.000 -94.787

Page 43: Hitungan Str Kost Pogung

No.Lembar : 40

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT3 B45 BALOK MAX 0.2000 0.00 4.82 0.00 0.685 0.000 30.547 1.8750 0.00 27.40 0.00 0.685 0.000 12.491 3.5500 0.00 58.62 0.00 0.685 0.000 32.159 LT3 B45 BALOK MIN 0.2000 0.00 -55.29 0.00 -0.030 0.000 -56.583 1.8750 0.00 -24.75 0.00 -0.030 0.000 5.564 3.5500 0.00 -2.84 0.00 -0.030 0.000 -67.097 LT2 B1 BALOK MAX 0.2250 0.00 -35.82 0.00 -16.208 0.000 18.643 3.0000 0.00 -2.56 0.00 -16.208 0.000 108.616 3.0000 0.00 73.81 0.00 39.207 0.000 108.530 5.7750 0.00 120.16 0.00 39.207 0.000 17.833 LT2 B1 BALOK MIN 0.2250 0.00 -119.84 0.00 -39.600 0.000 -167.096 3.0000 0.00 -73.49 0.00 -39.600 0.000 66.709 3.0000 0.00 2.76 0.00 16.494 0.000 66.620 5.7750 0.00 36.02 0.00 16.494 0.000 -167.850 LT2 B2 BALOK MAX 0.2250 0.00 -70.74 0.00 26.840 0.000 -16.750 3.0000 0.00 -15.94 0.00 26.840 0.000 157.579 3.0000 0.00 92.48 0.00 -7.440 0.000 157.665 5.7750 0.00 170.12 0.00 -7.440 0.000 -18.606 LT2 B2 BALOK MIN 0.2250 0.00 -170.13 0.00 7.229 0.000 -217.070 3.0000 0.00 -92.48 0.00 7.229 0.000 99.075 3.0000 0.00 16.68 0.00 -26.581 0.000 99.170 5.7750 0.00 71.48 0.00 -26.581 0.000 -217.065 LT2 B4 BALOK MAX 0.2250 0.00 -17.25 0.00 1.595 0.000 40.163 3.0000 0.00 17.68 0.00 1.595 0.000 56.072 3.0000 0.00 43.98 0.00 15.153 0.000 55.742 5.7750 0.00 93.23 0.00 15.153 0.000 29.761 LT2 B4 BALOK MIN 0.2250 0.00 -92.39 0.00 -13.182 0.000 -138.905 3.0000 0.00 -43.14 0.00 -13.182 0.000 31.539 3.0000 0.00 -16.26 0.00 0.637 0.000 31.264 5.7750 0.00 18.68 0.00 0.637 0.000 -135.389 LT2 B6 BALOK MAX 0.2250 0.00 -26.09 0.00 12.946 0.000 18.152 3.0000 0.00 -0.83 0.00 12.946 0.000 115.205 3.0000 0.00 69.73 0.00 -0.953 0.000 108.842 5.7750 0.00 108.65 0.00 -0.953 0.000 10.568 LT2 B6 BALOK MIN 0.2250 0.00 -108.43 0.00 -2.497 0.000 -152.757 3.0000 0.00 -69.51 0.00 -2.497 0.000 50.667 3.0000 0.00 3.44 0.00 -12.775 0.000 48.566 5.7750 0.00 28.69 0.00 -12.775 0.000 -161.955 LT2 B7 BALOK MAX 0.2250 0.00 -20.60 0.00 5.981 0.000 23.776 3.0000 0.00 4.66 0.00 5.981 0.000 72.382 3.0000 0.00 52.89 0.00 6.520 0.000 72.211 5.7750 0.00 91.81 0.00 6.520 0.000 26.928 LT2 B7 BALOK MIN 0.2250 0.00 -94.41 0.00 -6.698 0.000 -142.802 3.0000 0.00 -55.48 0.00 -6.698 0.000 42.251 3.0000 0.00 -6.44 0.00 -5.737 0.000 42.236 5.7750 0.00 18.82 0.00 -5.737 0.000 -133.976 LT2 B8 BALOK MAX 0.2250 0.00 45.87 0.00 3.407 0.000 68.067 1.5125 0.00 58.29 0.00 3.407 0.000 4.683 2.8000 0.00 75.66 0.00 3.407 0.000 76.575 LT2 B8 BALOK MIN 0.2250 0.00 -86.55 0.00 1.764 0.000 -98.925 1.5125 0.00 -67.36 0.00 1.764 0.000 0.499 2.8000 0.00 -53.75 0.00 1.764 0.000 -83.705 LT2 B9 BALOK MAX 0.2750 0.00 -16.66 0.00 -3.398 0.000 34.247 3.0250 0.00 21.70 0.00 -3.398 0.000 45.532 3.7500 0.00 29.49 0.00 -3.398 0.000 58.922 3.7500 0.00 64.90 0.00 19.855 0.000 58.451 5.7750 0.00 98.22 0.00 19.855 0.000 25.017 LT2 B9 BALOK MIN 0.2750 0.00 -90.47 0.00 -10.818 0.000 -138.848 3.0250 0.00 -35.61 0.00 -10.818 0.000 24.586 3.7500 0.00 -24.91 0.00 -10.818 0.000 10.277 3.7500 0.00 -1.82 0.00 9.435 0.000 10.219 5.7750 0.00 22.05 0.00 9.435 0.000 -140.722 LT2 B10 BALOK MAX 0.2250 0.00 -67.77 0.00 -1.583 0.000 -24.683 3.0000 0.00 -24.05 0.00 -1.583 0.000 165.285 3.0000 0.00 101.17 0.00 21.118 0.000 165.229 5.7750 0.00 164.62 0.00 21.118 0.000 -32.171 LT2 B10 BALOK MIN 0.2250 0.00 -161.19 0.00 -21.080 0.000 -210.102 3.0000 0.00 -97.73 0.00 -21.080 0.000 99.145

Page 44: Hitungan Str Kost Pogung

No.Lembar : 41

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.00 26.65 0.00 2.123 0.000 98.910 5.7750 0.00 70.36 0.00 2.123 0.000 -219.697 LT2 B11 BALOK MAX 0.2250 0.00 -68.24 0.00 -3.872 0.000 -30.368 3.0000 0.00 -24.52 0.00 -3.872 0.000 154.903 3.0000 0.00 95.47 0.00 23.957 0.000 154.692 5.7750 0.00 158.92 0.00 23.957 0.000 -30.762 LT2 B11 BALOK MIN 0.2250 0.00 -158.99 0.00 -24.197 0.000 -213.224 3.0000 0.00 -95.53 0.00 -24.197 0.000 93.727 3.0000 0.00 23.97 0.00 4.394 0.000 93.212 5.7750 0.00 67.68 0.00 4.394 0.000 -211.475 LT2 B12 BALOK MAX 0.2250 0.00 -59.22 0.00 1.011 0.000 -19.406 3.0000 0.00 -15.51 0.00 1.011 0.000 143.259 3.0000 0.00 80.48 0.00 17.909 0.000 143.704 5.7750 0.00 143.94 0.00 17.909 0.000 -10.038 LT2 B12 BALOK MIN 0.2250 0.00 -148.44 0.00 -17.585 0.000 -198.989 3.0000 0.00 -84.99 0.00 -17.585 0.000 81.043 3.0000 0.00 11.96 0.00 -0.387 0.000 81.256 5.7750 0.00 55.67 0.00 -0.387 0.000 -185.484 LT2 B13 BALOK MAX 0.2250 0.00 30.97 0.00 1.772 0.000 53.239 1.5125 0.00 51.94 0.00 1.772 0.000 5.242 2.8000 0.00 78.94 0.00 1.772 0.000 79.599 LT2 B13 BALOK MIN 0.2250 0.00 -103.93 0.00 -3.403 0.000 -111.066 1.5125 0.00 -73.38 0.00 -3.403 0.000 1.205 2.8000 0.00 -49.48 0.00 -3.403 0.000 -81.855 LT2 B14 BALOK MAX 0.2750 0.00 -16.29 0.00 10.664 0.000 35.729 3.0250 0.00 22.07 0.00 10.664 0.000 45.736 3.7500 0.00 29.86 0.00 10.664 0.000 60.169 3.7500 0.00 65.19 0.00 -9.507 0.000 59.687 5.7750 0.00 98.52 0.00 -9.507 0.000 28.956 LT2 B14 BALOK MIN 0.2750 0.00 -91.87 0.00 3.262 0.000 -142.482 3.0250 0.00 -37.02 0.00 3.262 0.000 24.795 3.7500 0.00 -26.32 0.00 3.262 0.000 10.481 3.7500 0.00 -3.21 0.00 -19.946 0.000 10.430 5.7750 0.00 20.67 0.00 -19.946 0.000 -140.998 LT2 B15 BALOK MAX 0.2250 0.00 -64.48 0.00 21.639 0.000 -20.374 3.0000 0.00 -20.76 0.00 21.639 0.000 161.515 3.0000 0.00 89.75 0.00 -2.233 0.000 159.532 5.7750 0.00 173.52 0.00 -2.233 0.000 -31.054 LT2 B15 BALOK MIN 0.2250 0.00 -158.71 0.00 1.737 0.000 -208.820 3.0000 0.00 -95.26 0.00 1.737 0.000 94.338 3.0000 0.00 20.13 0.00 -21.656 0.000 93.483 5.7750 0.00 71.29 0.00 -21.656 0.000 -222.777 LT2 B16 BALOK MAX 0.2250 0.00 -69.74 0.00 23.163 0.000 -30.693 3.0000 0.00 -26.03 0.00 23.163 0.000 162.321 3.0000 0.00 96.78 0.00 -4.026 0.000 162.393 5.7750 0.00 160.24 0.00 -4.026 0.000 -20.382 LT2 B16 BALOK MIN 0.2250 0.00 -164.84 0.00 3.485 0.000 -221.879 3.0000 0.00 -101.39 0.00 3.485 0.000 98.130 3.0000 0.00 22.22 0.00 -23.278 0.000 98.084 5.7750 0.00 65.94 0.00 -23.278 0.000 -208.884 LT2 B17 BALOK MAX 0.2250 0.00 -34.29 0.00 25.995 0.000 11.855 3.0000 0.00 4.46 0.00 25.995 0.000 78.248 3.0000 0.00 48.24 0.00 -8.525 0.000 78.339 5.7750 0.00 115.58 0.00 -8.525 0.000 21.994 LT2 B17 BALOK MIN 0.2250 0.00 -118.04 0.00 7.790 0.000 -164.191 3.0000 0.00 -58.98 0.00 7.790 0.000 39.446 3.0000 0.00 -12.63 0.00 -26.449 0.000 39.454 5.7750 0.00 32.33 0.00 -26.449 0.000 -148.922 LT2 B18 BALOK MAX 0.2250 0.00 38.68 0.00 3.069 0.000 69.050 1.5125 0.00 59.65 0.00 3.069 0.000 10.607 2.8000 0.00 87.65 0.00 3.069 0.000 81.928 LT2 B18 BALOK MIN 0.2250 0.00 -102.68 0.00 -2.213 0.000 -105.460 1.5125 0.00 -72.13 0.00 -2.213 0.000 6.551 2.8000 0.00 -49.23 0.00 -2.213 0.000 -85.845 LT2 B20 BALOK MAX 0.2250 0.00 -24.17 0.00 10.477 0.000 35.332 3.0000 0.00 10.76 0.00 10.477 0.000 80.702 3.0000 0.00 64.62 0.00 1.971 0.000 80.823

Page 45: Hitungan Str Kost Pogung

No.Lembar : 42

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

5.7750 0.00 98.71 0.00 1.971 0.000 24.125 LT2 B20 BALOK MIN 0.2250 0.00 -105.88 0.00 -3.439 0.000 -155.550 3.0000 0.00 -56.63 0.00 -3.439 0.000 45.902 3.0000 0.00 -4.81 0.00 -11.329 0.000 45.802 5.7750 0.00 20.76 0.00 -11.329 0.000 -151.481 LT2 B21 BALOK MAX 0.2250 0.00 -23.32 0.00 3.879 0.000 18.929 3.0000 0.00 -1.06 0.00 3.879 0.000 95.527 3.0000 0.00 64.73 0.00 6.482 0.000 95.377 5.7750 0.00 98.80 0.00 6.482 0.000 25.437 LT2 B21 BALOK MIN 0.2250 0.00 -102.03 0.00 -6.902 0.000 -154.045 3.0000 0.00 -67.96 0.00 -6.902 0.000 45.918 3.0000 0.00 -1.23 0.00 -3.727 0.000 45.837 5.7750 0.00 21.03 0.00 -3.727 0.000 -145.398 LT2 B22 BALOK MAX 0.2250 0.00 -21.79 0.00 0.207 0.000 27.945 1.6740 0.00 -8.45 0.00 0.207 0.000 55.187 1.6740 0.00 13.15 0.00 0.207 0.000 55.187 3.0000 0.00 25.37 0.00 0.207 0.000 36.988 4.3260 0.00 41.15 0.00 0.207 0.000 58.966 4.3260 0.00 71.75 0.00 0.207 0.000 58.966 5.7750 0.00 89.55 0.00 0.207 0.000 34.192 LT2 B22 BALOK MIN 0.2250 0.00 -93.20 0.00 -0.205 0.000 -138.811 1.6740 0.00 -75.40 0.00 -0.205 0.000 -21.991 1.6740 0.00 -44.80 0.00 -0.205 0.000 -21.991 3.0000 0.00 -28.52 0.00 -0.205 0.000 23.244 4.3260 0.00 -15.79 0.00 -0.205 0.000 -17.428 4.3260 0.00 5.81 0.00 -0.205 0.000 -17.428 5.7750 0.00 19.16 0.00 -0.205 0.000 -127.602 LT2 B23 BALOK MAX 0.2250 0.00 51.00 0.00 1.606 0.000 75.489 1.5125 0.00 61.88 0.00 1.606 0.000 6.264 2.8000 0.00 76.57 0.00 1.606 0.000 81.652 LT2 B23 BALOK MIN 0.2250 0.00 -85.65 0.00 -1.892 0.000 -96.255 1.5125 0.00 -68.94 0.00 -1.892 0.000 2.949 2.8000 0.00 -56.50 0.00 -1.892 0.000 -83.993 LT2 B25 BALOK MAX 0.2250 0.28 -47.15 0.00 19.471 0.004 9.861 3.0500 0.28 -4.97 0.00 19.471 0.005 179.037 3.0500 0.28 89.43 0.00 0.267 0.005 179.045 5.8750 0.28 152.92 0.00 0.267 0.004 11.742 LT2 B25 BALOK MIN 0.2250 -0.28 -153.73 0.00 0.000 -0.004 -202.012 3.0500 -0.28 -90.27 0.00 0.000 -0.005 76.572 3.0500 -0.28 4.37 0.00 -19.568 -0.005 76.584 5.8750 -0.28 46.55 0.00 -19.568 -0.004 -199.827 LT2 B27 BALOK MAX 0.2750 0.00 33.37 0.00 2.158 0.000 77.552 1.8750 0.00 55.06 0.00 2.158 0.000 10.223 3.4750 0.00 83.25 0.00 2.158 0.000 83.527 LT2 B27 BALOK MIN 0.2750 0.00 -96.13 0.00 -1.604 0.000 -126.845 1.8750 0.00 -65.23 0.00 -1.604 0.000 2.071 3.4750 0.00 -40.84 0.00 -1.604 0.000 -100.264 LT2 B28 BALOK MAX 0.2750 0.00 -60.99 0.00 3.557 0.000 -10.533 2.2500 0.00 -30.01 0.00 3.557 0.000 112.410 2.2500 0.00 -6.29 0.00 -15.649 0.000 112.640 3.0500 0.00 3.78 0.00 -15.649 0.000 163.076 3.0500 0.00 64.05 0.00 47.661 0.000 163.087 3.8500 0.00 78.24 0.00 47.661 0.000 113.034 3.8500 0.00 113.88 0.00 15.126 0.000 112.796 5.8250 0.00 162.19 0.00 15.126 0.000 -9.921 LT2 B28 BALOK MIN 0.2750 0.00 -162.39 0.00 -15.435 0.000 -199.056 2.2500 0.00 -114.16 0.00 -15.435 0.000 39.043 2.2500 0.00 -78.66 0.00 -47.725 0.000 39.111 3.0500 0.00 -64.47 0.00 -47.725 0.000 77.773 3.0500 0.00 -4.09 0.00 15.140 0.000 77.806 3.8500 0.00 5.97 0.00 15.140 0.000 39.348 3.8500 0.00 29.83 0.00 -4.073 0.000 39.239 5.8250 0.00 60.81 0.00 -4.073 0.000 -198.199 LT2 B29 BALOK MAX 0.2750 0.00 40.00 0.00 2.331 0.000 81.907 1.8750 0.00 64.29 0.00 2.331 0.000 9.760 3.4750 0.00 95.19 0.00 2.331 0.000 78.540 LT2 B29 BALOK MIN 0.2750 0.00 -84.16 0.00 -2.100 0.000 -102.183 1.8750 0.00 -55.87 0.00 -2.100 0.000 1.791 3.4750 0.00 -34.18 0.00 -2.100 0.000 -125.781 LT2 B30 BALOK MAX 0.2750 0.00 22.67 0.00 -0.177 0.000 64.378

Page 46: Hitungan Str Kost Pogung

No.Lembar : 43

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

1.8750 0.00 51.31 0.00 -0.177 0.000 10.855 3.4750 0.00 89.91 0.00 -0.177 0.000 72.415 LT2 B30 BALOK MIN 0.2750 0.00 -105.45 0.00 -1.614 0.000 -133.658 1.8750 0.00 -63.31 0.00 -1.614 0.000 2.173 3.4750 0.00 -31.13 0.00 -1.614 0.000 -103.290 LT2 B31 BALOK MAX 0.2750 0.25 -56.44 0.02 9.729 0.012 -3.413 2.2500 0.25 -27.90 0.02 9.729 0.025 104.830 2.2500 0.35 20.70 0.00 11.737 0.003 105.893 3.0500 0.35 33.20 0.00 11.737 0.006 96.466 3.8500 0.35 51.72 0.00 11.737 0.008 91.220 3.8500 0.00 85.74 0.00 -6.605 0.000 90.693 5.8250 0.00 133.45 0.00 -6.605 0.000 1.220 LT2 B31 BALOK MIN 0.2750 -0.25 -143.48 -0.02 1.870 -0.012 -175.033 2.2500 -0.25 -102.49 -0.02 1.870 -0.025 39.964 2.2500 -0.35 -30.25 0.00 6.389 -0.003 40.329 3.0500 -0.35 -18.50 0.00 6.389 -0.006 59.165 3.8500 -0.35 -5.76 0.00 6.389 -0.008 29.599 3.8500 0.00 17.24 0.00 -16.212 0.000 29.418 5.8250 0.00 49.92 0.00 -16.212 0.000 -167.207 LT2 B32 BALOK MAX 0.2750 0.00 48.30 0.00 0.599 0.000 81.965 1.8750 0.00 62.75 0.00 0.599 0.000 2.437 3.4750 0.00 79.25 0.00 0.599 0.000 74.697 LT2 B32 BALOK MIN 0.2750 0.00 -64.76 0.00 -0.134 0.000 -91.161 1.8750 0.00 -51.83 0.00 -0.134 0.000 -3.963 3.4750 0.00 -40.94 0.00 -0.134 0.000 -118.851 LT2 B33 BALOK MAX 0.2750 0.00 -29.76 0.00 0.226 0.000 28.493 3.0000 0.00 25.61 0.00 0.226 0.000 58.725 5.7250 0.00 101.48 0.00 0.226 0.000 33.376 LT2 B33 BALOK MIN 0.2750 0.00 -107.35 0.00 -0.397 0.000 -147.735 3.0000 0.00 -30.51 0.00 -0.397 0.000 34.862 5.7250 0.00 25.85 0.00 -0.397 0.000 -125.961 LT2 B34 BALOK MAX 0.2750 0.00 77.82 0.00 -1.335 0.000 81.579 1.2250 0.00 92.57 0.00 -1.335 0.000 1.306 2.1750 0.00 112.85 0.00 -1.335 0.000 81.529 LT2 B34 BALOK MIN 0.2750 0.00 -119.33 0.00 -6.149 0.000 -106.976 1.2250 0.00 -97.94 0.00 -6.149 0.000 -2.861 2.1750 0.00 -82.09 0.00 -6.149 0.000 -96.721 LT2 B35 BALOK MAX 0.2750 0.00 23.86 0.00 0.660 0.000 65.775 1.8750 0.00 52.50 0.00 0.660 0.000 15.614 3.4750 0.00 92.54 0.00 0.660 0.000 74.784 LT2 B35 BALOK MIN 0.2750 0.00 -101.27 0.00 -0.702 0.000 -118.878 1.8750 0.00 -59.13 0.00 -0.702 0.000 7.162 3.4750 0.00 -28.39 0.00 -0.702 0.000 -106.679 LT2 B36 BALOK MAX 0.2750 0.24 -56.15 0.02 -3.647 0.016 -5.082 2.2500 0.24 -27.61 0.02 -3.647 0.033 102.330 2.2500 0.34 19.51 0.00 -6.045 0.006 103.199 3.0500 0.34 32.04 0.00 -6.045 0.008 95.035 3.8500 0.34 50.56 0.00 -6.045 0.010 89.373 3.8500 0.00 84.49 0.00 16.124 0.000 88.849 5.8250 0.00 132.19 0.00 16.124 0.000 -1.348 LT2 B36 BALOK MIN 0.2750 -0.24 -141.11 -0.02 -11.471 -0.016 -170.945 2.2500 -0.24 -100.11 -0.02 -11.471 -0.033 39.631 2.2500 -0.34 -29.58 0.00 -11.973 -0.006 39.874 3.0500 -0.34 -17.86 0.00 -11.973 -0.008 57.872 3.8500 -0.34 -5.12 0.00 -11.973 -0.010 29.125 3.8500 0.00 17.79 0.00 6.123 0.000 28.932 5.8250 0.00 50.48 0.00 6.123 0.000 -165.582 LT2 B37 BALOK MAX 0.2750 0.00 35.13 0.00 1.322 0.000 72.709 1.8750 0.00 59.40 0.00 1.322 0.000 8.136 3.4750 0.00 90.30 0.00 1.322 0.000 71.144 LT2 B37 BALOK MIN 0.2750 0.00 -80.58 0.00 0.447 0.000 -98.078 1.8750 0.00 -52.27 0.00 0.447 0.000 0.393 3.4750 0.00 -30.58 0.00 0.447 0.000 -119.336 LT2 B38 BALOK MAX 0.2750 0.00 -29.78 0.00 -0.045 0.000 28.372 3.0000 0.00 25.60 0.00 -0.045 0.000 58.834 5.7250 0.00 101.75 0.00 -0.045 0.000 29.902 LT2 B38 BALOK MIN 0.2750 0.00 -105.70 0.00 -0.365 0.000 -142.976 3.0000 0.00 -28.86 0.00 -0.365 0.000 35.076 5.7250 0.00 27.20 0.00 -0.365 0.000 -126.709

Page 47: Hitungan Str Kost Pogung

No.Lembar : 44

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT2 B39 BALOK MAX 0.2750 0.00 79.68 0.00 4.763 0.000 83.393 1.2250 0.00 96.13 0.00 4.763 0.000 1.290 2.1750 0.00 117.52 0.00 4.763 0.000 75.250 LT2 B39 BALOK MIN 0.2750 0.00 -109.82 0.00 -0.451 0.000 -97.936 1.2250 0.00 -90.14 0.00 -0.451 0.000 -2.787 2.1750 0.00 -75.39 0.00 -0.451 0.000 -101.181 LT2 B40 BALOK MAX 0.2750 0.00 23.55 0.00 -0.589 0.000 66.088 1.8750 0.00 52.19 0.00 -0.589 0.000 16.751 3.4750 0.00 93.33 0.00 -0.589 0.000 70.711 LT2 B40 BALOK MIN 0.2750 0.00 -97.14 0.00 -1.607 0.000 -111.196 1.8750 0.00 -54.99 0.00 -1.607 0.000 7.971 3.4750 0.00 -25.36 0.00 -1.607 0.000 -106.841 LT2 B41 BALOK MAX 0.2750 0.24 -52.41 0.02 3.865 0.012 -2.680 2.2500 0.24 -23.87 0.02 3.865 0.027 95.389 2.2500 0.34 18.92 0.00 10.969 0.004 95.646 3.0500 0.34 31.49 0.00 10.969 0.006 87.124 3.8500 0.34 50.01 0.00 10.969 0.008 81.798 3.8500 0.00 77.96 0.00 -0.655 0.000 81.871 5.8250 0.00 125.66 0.00 -0.655 0.000 0.235 LT2 B41 BALOK MIN 0.2750 -0.24 -133.84 -0.02 -2.007 -0.012 -162.835 2.2500 -0.24 -92.84 -0.02 -2.007 -0.027 35.319 2.2500 -0.34 -29.05 0.00 5.447 -0.004 35.257 3.0500 -0.34 -17.36 0.00 5.447 -0.006 52.159 3.8500 -0.34 -4.62 0.00 5.447 -0.008 24.614 3.8500 0.00 14.46 0.00 -8.439 0.000 24.717 5.8250 0.00 47.15 0.00 -8.439 0.000 -158.887 LT2 B42 BALOK MAX 0.2750 0.00 33.14 0.00 0.683 0.000 70.760 1.8750 0.00 56.79 0.00 0.683 0.000 9.442 3.4750 0.00 87.68 0.00 0.683 0.000 70.564 LT2 B42 BALOK MIN 0.2750 0.00 -80.24 0.00 -0.078 0.000 -96.223 1.8750 0.00 -51.30 0.00 -0.078 0.000 1.622 3.4750 0.00 -29.61 0.00 -0.078 0.000 -113.591 LT2 B43 BALOK MAX 0.2000 0.00 10.20 0.00 0.310 0.000 37.461 1.8750 0.00 32.65 0.00 0.310 0.000 3.556 3.5500 0.00 62.82 0.00 0.310 0.000 45.519 LT2 B43 BALOK MIN 0.2000 0.00 -75.37 0.00 -1.231 0.000 -105.292 1.8750 0.00 -43.43 0.00 -1.231 0.000 -4.010 3.5500 0.00 -19.20 0.00 -1.231 0.000 -77.239 LT2 B44 BALOK MAX 0.2000 0.00 -33.27 0.00 -6.647 0.000 5.581 2.2500 0.00 -9.14 0.00 -6.647 0.000 62.981 2.2500 0.00 8.85 0.00 -0.170 0.000 63.031 3.0500 0.00 17.72 0.00 -0.170 0.000 59.517 3.8500 0.00 29.72 0.00 -0.170 0.000 62.106 3.8500 0.00 56.44 0.00 14.869 0.000 62.033 5.9000 0.00 90.11 0.00 14.869 0.000 2.164 LT2 B44 BALOK MIN 0.2000 0.00 -88.19 0.00 -15.112 0.000 -110.028 2.2500 0.00 -54.52 0.00 -15.112 0.000 21.162 2.2500 0.00 -28.54 0.00 -0.596 0.000 21.256 3.0500 0.00 -16.69 0.00 -0.596 0.000 36.828 3.8500 0.00 -7.97 0.00 -0.596 0.000 20.533 3.8500 0.00 10.47 0.00 6.400 0.000 20.431 5.9000 0.00 34.60 0.00 6.400 0.000 -114.962 LT2 B45 BALOK MAX 0.2000 0.00 16.29 0.00 0.498 0.000 43.326 1.8750 0.00 39.54 0.00 0.498 0.000 9.952 3.5500 0.00 71.48 0.00 0.498 0.000 48.228 LT2 B45 BALOK MIN 0.2000 0.00 -67.36 0.00 0.045 0.000 -78.462 1.8750 0.00 -36.23 0.00 0.045 0.000 -1.320 3.5500 0.00 -13.77 0.00 0.045 0.000 -94.471 LT1 B1 BALOK MAX 0.2250 0.00 -4.40 0.00 -3.447 0.000 59.386 3.0000 0.00 18.05 0.00 -3.447 0.000 79.900 3.0000 0.00 60.74 0.00 28.877 0.000 79.852 5.7750 0.00 94.00 0.00 28.877 0.000 58.146 LT1 B1 BALOK MIN 0.2250 0.00 -93.45 0.00 -28.468 0.000 -148.649 3.0000 0.00 -60.18 0.00 -28.468 0.000 35.191 3.0000 0.00 -17.61 0.00 2.932 0.000 35.211 5.7750 0.00 4.83 0.00 2.932 0.000 -150.232 LT1 B2 BALOK MAX 0.2250 0.00 -33.76 0.00 22.328 0.000 30.540

Page 48: Hitungan Str Kost Pogung

No.Lembar : 45

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.00 10.23 0.00 22.328 0.000 123.585 3.0000 0.00 67.45 0.00 1.726 0.000 123.649 5.7750 0.00 132.66 0.00 1.726 0.000 31.316 LT1 B2 BALOK MIN 0.2250 0.00 -133.12 0.00 -1.242 0.000 -177.838 3.0000 0.00 -67.92 0.00 -1.242 0.000 59.055 3.0000 0.00 -10.17 0.00 -22.320 0.000 59.038 5.7750 0.00 33.82 0.00 -22.320 0.000 -177.413 LT1 B3 BALOK MAX 0.3250 0.00 -2.07 0.00 -0.045 0.000 71.636 3.0000 0.00 27.86 0.00 -0.045 0.000 56.746 3.0000 0.00 48.91 0.00 16.969 0.000 57.076 3.0500 0.00 49.50 0.00 16.969 0.000 56.272 5.7750 0.00 96.01 0.00 16.969 0.000 61.195 LT1 B3 BALOK MIN 0.3250 0.00 -95.70 0.00 -11.725 0.000 -153.105 3.0000 0.00 -49.62 0.00 -11.725 0.000 23.700 3.0000 0.00 -28.70 0.00 -5.745 0.000 23.858 3.0500 0.00 -28.30 0.00 -5.745 0.000 25.283 5.7750 0.00 1.94 0.00 -5.745 0.000 -147.795 LT1 B4 BALOK MAX 0.2250 0.00 -6.98 0.00 4.900 0.000 46.929 3.0000 0.00 23.65 0.00 4.900 0.000 48.431 3.0000 0.00 39.47 0.00 14.577 0.000 48.141 5.7750 0.00 86.57 0.00 14.577 0.000 57.514 LT1 B4 BALOK MIN 0.2250 0.00 -90.62 0.00 -14.223 0.000 -146.044 3.0000 0.00 -43.53 0.00 -14.223 0.000 18.501 3.0000 0.00 -26.74 0.00 -5.915 0.000 18.411 5.7750 0.00 3.90 0.00 -5.915 0.000 -137.201 LT1 B6 BALOK MAX 0.2250 0.00 -4.20 0.00 6.292 0.000 58.024 3.0000 0.00 26.43 0.00 6.292 0.000 51.914 3.0000 0.00 42.02 0.00 12.463 0.000 52.205 5.7750 0.00 89.12 0.00 12.463 0.000 54.549 LT1 B6 BALOK MIN 0.2250 0.00 -89.61 0.00 -15.735 0.000 -141.625 3.0000 0.00 -42.51 0.00 -15.735 0.000 20.234 3.0000 0.00 -25.26 0.00 -4.483 0.000 20.227 5.7750 0.00 5.37 0.00 -4.483 0.000 -139.611 LT1 B7 BALOK MAX 0.2250 0.00 5.40 0.00 13.567 0.000 62.446 3.0000 0.00 27.53 0.00 13.567 0.000 30.479 3.0000 0.00 35.49 0.00 3.716 0.000 30.473 5.7750 0.00 68.22 0.00 3.716 0.000 66.142 LT1 B7 BALOK MIN 0.2250 0.00 -70.43 0.00 -3.036 0.000 -125.991 3.0000 0.00 -37.70 0.00 -3.036 0.000 7.968 3.0000 0.00 -29.15 0.00 -14.208 0.000 7.940 5.7750 0.00 -7.02 0.00 -14.208 0.000 -119.082 LT1 B8 BALOK MAX 0.2250 0.00 78.93 0.00 -0.621 0.000 110.790 1.5125 0.00 86.81 0.00 -0.621 0.000 6.205 2.8000 0.00 98.51 0.00 -0.621 0.000 108.223 LT1 B8 BALOK MIN 0.2250 0.00 -101.31 0.00 -2.711 0.000 -122.951 1.5125 0.00 -89.13 0.00 -2.711 0.000 -0.457 2.8000 0.00 -81.12 0.00 -2.711 0.000 -114.197 LT1 B9 BALOK MAX 0.3250 0.00 -29.15 0.00 2.463 0.000 39.097 3.0000 0.00 1.97 0.00 2.463 0.000 131.408 3.0000 0.00 87.31 0.00 20.795 0.000 131.053 3.0500 0.00 87.64 0.00 20.795 0.000 127.865 5.7750 0.00 136.41 0.00 20.795 0.000 36.508 LT1 B9 BALOK MIN 0.3250 0.00 -141.43 0.00 -17.661 0.000 -210.899 3.0000 0.00 -93.35 0.00 -17.661 0.000 60.883 3.0000 0.00 -6.53 0.00 -4.865 0.000 60.703 3.0500 0.00 -6.29 0.00 -4.865 0.000 61.023 5.7750 0.00 25.28 0.00 -4.865 0.000 -196.514 LT1 B10 BALOK MAX 0.2250 0.00 -21.87 0.00 5.257 0.000 28.939 3.0000 0.00 3.70 0.00 5.257 0.000 112.253 3.0000 0.00 76.91 0.00 20.398 0.000 112.651 5.7750 0.00 117.68 0.00 20.398 0.000 34.024 LT1 B10 BALOK MIN 0.2250 0.00 -120.51 0.00 -19.563 0.000 -188.349 3.0000 0.00 -79.74 0.00 -19.563 0.000 49.462 3.0000 0.00 -5.23 0.00 -5.812 0.000 49.628 5.7750 0.00 20.34 0.00 -5.812 0.000 -180.911 LT1 B11 BALOK MAX 0.2250 0.00 -19.20 0.00 5.868 0.000 37.229 3.0000 0.00 6.38 0.00 5.868 0.000 119.967 3.0000 0.00 79.35 0.00 20.343 0.000 119.554 5.7750 0.00 120.13 0.00 20.343 0.000 57.529

Page 49: Hitungan Str Kost Pogung

No.Lembar : 46

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT1 B11 BALOK MIN 0.2250 0.00 -125.59 0.00 -20.146 0.000 -192.797 3.0000 0.00 -84.81 0.00 -20.146 0.000 53.200 3.0000 0.00 -11.26 0.00 -6.847 0.000 53.297 5.7750 0.00 14.32 0.00 -6.847 0.000 -184.950 LT1 B13 BALOK MAX 0.2250 0.00 87.01 0.00 4.946 0.000 138.705 1.5125 0.00 101.78 0.00 4.946 0.000 23.166 2.8000 0.00 121.46 0.00 4.946 0.000 107.885 LT1 B13 BALOK MIN 0.2250 0.00 -111.00 0.00 -5.958 0.000 -131.831 1.5125 0.00 -93.03 0.00 -5.958 0.000 -2.456 2.8000 0.00 -80.71 0.00 -5.958 0.000 -123.076 LT1 B14 BALOK MAX 0.3250 0.00 -28.46 0.00 17.579 0.000 39.410 3.0000 0.00 2.65 0.00 17.579 0.000 130.620 3.0000 0.00 88.03 0.00 4.883 0.000 130.318 3.0500 0.00 88.36 0.00 4.883 0.000 127.072 5.7750 0.00 137.13 0.00 4.883 0.000 33.074 LT1 B14 BALOK MIN 0.3250 0.00 -141.18 0.00 -2.273 0.000 -210.157 3.0000 0.00 -93.10 0.00 -2.273 0.000 61.146 3.0000 0.00 -5.29 0.00 -21.051 0.000 60.732 3.0500 0.00 -5.04 0.00 -21.051 0.000 60.991 5.7750 0.00 26.53 0.00 -21.051 0.000 -199.863 LT1 B15 BALOK MAX 0.2250 0.00 -37.85 0.00 20.166 0.000 18.090 3.0000 0.00 6.45 0.00 20.166 0.000 122.648 3.0000 0.00 65.71 0.00 5.501 0.000 122.428 5.7750 0.00 149.36 0.00 5.501 0.000 21.837 LT1 B15 BALOK MIN 0.2250 0.00 -142.15 0.00 -5.046 0.000 -203.599 3.0000 0.00 -76.40 0.00 -5.046 0.000 56.976 3.0000 0.00 -11.32 0.00 -21.096 0.000 57.023 5.7750 0.00 39.85 0.00 -21.096 0.000 -200.421 LT1 B16 BALOK MAX 0.2250 0.00 -38.54 0.00 20.621 0.000 18.669 3.0000 0.00 5.76 0.00 20.621 0.000 125.695 3.0000 0.00 75.78 0.00 5.984 0.000 125.948 5.7750 0.00 141.52 0.00 5.984 0.000 20.226 LT1 B16 BALOK MIN 0.2250 0.00 -143.77 0.00 -5.384 0.000 -205.197 3.0000 0.00 -78.02 0.00 -5.384 0.000 59.056 3.0000 0.00 -6.10 0.00 -21.106 0.000 59.157 5.7750 0.00 38.21 0.00 -21.106 0.000 -199.284 LT1 B17 BALOK MAX 0.2250 0.00 -16.16 0.00 0.403 0.000 49.674 3.0000 0.00 29.63 0.00 0.403 0.000 46.486 5.7750 0.00 108.42 0.00 0.403 0.000 48.771 LT1 B17 BALOK MIN 0.2250 0.00 -107.15 0.00 -0.318 0.000 -153.538 3.0000 0.00 -35.52 0.00 -0.318 0.000 23.706 5.7750 0.00 17.60 0.00 -0.318 0.000 -147.122 LT1 B18 BALOK MAX 0.2250 0.00 70.14 0.00 6.438 0.000 100.833 1.5125 0.00 82.73 0.00 6.438 0.000 5.719 2.8000 0.00 100.90 0.00 6.438 0.000 106.609 LT1 B18 BALOK MIN 0.2250 0.00 -111.42 0.00 -4.318 0.000 -130.763 1.5125 0.00 -91.28 0.00 -4.318 0.000 0.478 2.8000 0.00 -77.43 0.00 -4.318 0.000 -114.070 LT1 B19 BALOK MAX 0.2250 0.00 -5.24 0.00 12.969 0.000 56.577 3.0000 0.00 24.05 0.00 12.969 0.000 53.817 3.0000 0.00 45.55 0.00 5.232 0.000 54.145 5.7750 0.00 90.38 0.00 5.232 0.000 52.651 LT1 B19 BALOK MIN 0.2250 0.00 -88.36 0.00 -2.721 0.000 -140.159 3.0000 0.00 -43.53 0.00 -2.721 0.000 23.594 3.0000 0.00 -23.73 0.00 -16.175 0.000 24.074 5.7750 0.00 5.56 0.00 -16.175 0.000 -142.318 LT1 B20 BALOK MAX 0.2250 0.00 -27.67 0.00 11.293 0.000 28.440 3.0000 0.00 14.11 0.00 11.293 0.000 80.827 3.0000 0.00 57.75 0.00 7.657 0.000 80.940 5.7750 0.00 103.40 0.00 7.657 0.000 41.439 LT1 B20 BALOK MIN 0.2250 0.00 -118.16 0.00 -6.819 0.000 -171.409 3.0000 0.00 -56.69 0.00 -6.819 0.000 41.341 3.0000 0.00 -13.99 0.00 -12.080 0.000 41.372 5.7750 0.00 18.42 0.00 -12.080 0.000 -155.193 LT1 B21 BALOK MAX 0.2250 0.00 1.37 0.00 15.904 0.000 56.795 3.0000 0.00 24.42 0.00 15.904 0.000 43.083 3.0000 0.00 42.11 0.00 5.561 0.000 42.952

Page 50: Hitungan Str Kost Pogung

No.Lembar : 47

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

5.7750 0.00 78.62 0.00 5.561 0.000 61.470 LT1 B21 BALOK MIN 0.2250 0.00 -80.92 0.00 -4.622 0.000 -139.982 3.0000 0.00 -44.41 0.00 -4.622 0.000 14.040 3.0000 0.00 -26.19 0.00 -16.060 0.000 14.002 5.7750 0.00 -3.14 0.00 -16.060 0.000 -133.539 LT1 B22 BALOK MAX 0.2250 0.00 -15.16 0.00 0.349 0.000 49.073 1.6740 0.00 -1.81 0.00 0.349 0.000 67.603 1.6740 0.00 19.79 0.00 0.349 0.000 67.603 3.0000 0.00 32.01 0.00 0.349 0.000 40.178 4.3260 0.00 48.18 0.00 0.349 0.000 65.400 4.3260 0.00 78.78 0.00 0.349 0.000 65.400 5.7750 0.00 96.58 0.00 0.349 0.000 46.428 LT1 B22 BALOK MIN 0.2250 0.00 -96.71 0.00 -0.430 0.000 -146.777 1.6740 0.00 -78.91 0.00 -0.430 0.000 -25.776 1.6740 0.00 -48.31 0.00 -0.430 0.000 -25.776 3.0000 0.00 -32.03 0.00 -0.430 0.000 24.639 4.3260 0.00 -19.70 0.00 -0.430 0.000 -23.524 4.3260 0.00 1.90 0.00 -0.430 0.000 -23.524 5.7750 0.00 15.25 0.00 -0.430 0.000 -144.030 LT1 B23 BALOK MAX 0.2250 0.00 69.43 0.00 3.725 0.000 99.787 1.5125 0.00 80.32 0.00 3.725 0.000 6.234 2.8000 0.00 95.55 0.00 3.725 0.000 104.453 LT1 B23 BALOK MIN 0.2250 0.00 -106.49 0.00 -3.721 0.000 -125.965 1.5125 0.00 -89.23 0.00 -3.721 0.000 -0.371 2.8000 0.00 -76.79 0.00 -3.721 0.000 -107.437 LT1 B24 BALOK MAX 0.2250 0.00 20.54 0.00 0.201 0.000 49.791 1.8750 0.00 38.92 0.00 0.201 0.000 10.094 3.5250 0.00 64.27 0.00 0.201 0.000 76.465 LT1 B24 BALOK MIN 0.2250 0.00 -83.73 0.00 -1.214 0.000 -107.330 1.8750 0.00 -55.26 0.00 -1.214 0.000 2.370 3.5250 0.00 -33.77 0.00 -1.214 0.000 -80.061 LT1 B25 BALOK MAX 0.2250 0.00 -15.00 0.00 0.292 0.000 24.152 3.0500 0.00 19.18 0.00 0.292 0.000 43.313 5.8750 0.00 72.50 0.00 0.292 0.000 23.360 LT1 B25 BALOK MIN 0.2250 0.00 -72.39 0.00 -0.391 0.000 -101.509 3.0500 0.00 -19.08 0.00 -0.391 0.000 21.604 5.8750 0.00 15.10 0.00 -0.391 0.000 -101.319 LT1 B26 BALOK MAX 0.2250 0.00 37.66 0.00 3.505 0.000 79.536 1.8250 0.00 57.15 0.00 3.505 0.000 12.513 3.4250 0.00 85.70 0.00 3.505 0.000 65.816 LT1 B26 BALOK MIN 0.2250 0.00 -72.94 0.00 -2.118 0.000 -87.590 1.8250 0.00 -47.31 0.00 -2.118 0.000 5.544 3.4250 0.00 -28.93 0.00 -2.118 0.000 -106.268 LT1 B27 BALOK MAX 0.3250 0.00 32.70 0.00 0.263 0.000 73.673 1.8750 0.00 53.27 0.00 0.263 0.000 14.654 3.4250 0.00 81.38 0.00 0.263 0.000 95.089 LT1 B27 BALOK MIN 0.3250 0.00 -106.09 0.00 -0.822 0.000 -133.557 1.8750 0.00 -73.76 0.00 -0.822 0.000 5.309 3.4250 0.00 -48.95 0.00 -0.822 0.000 -91.478 LT1 B28 BALOK MAX 0.3250 0.00 -15.27 0.00 0.569 0.000 34.546 3.0500 0.00 25.32 0.00 0.569 0.000 54.353 5.7750 0.00 89.61 0.00 0.569 0.000 34.077 LT1 B28 BALOK MIN 0.3250 0.00 -89.42 0.00 0.005 0.000 -123.153 3.0500 0.00 -25.14 0.00 0.005 0.000 26.476 5.7750 0.00 15.43 0.00 0.005 0.000 -123.650 LT1 B29 BALOK MAX 0.3250 0.00 47.98 0.00 0.729 0.000 94.019 1.8750 0.00 72.18 0.00 0.729 0.000 15.902 3.4250 0.00 104.51 0.00 0.729 0.000 76.047 LT1 B29 BALOK MIN 0.3250 0.00 -83.04 0.00 -0.071 0.000 -92.786 1.8750 0.00 -54.34 0.00 -0.071 0.000 5.940 3.4250 0.00 -33.77 0.00 -0.071 0.000 -130.128 LT1 B30 BALOK MAX 0.3250 0.00 42.45 0.00 0.294 0.000 85.468 1.8750 0.00 59.53 0.00 0.294 0.000 13.722 3.4250 0.00 84.58 0.00 0.294 0.000 97.218 LT1 B30 BALOK MIN 0.3250 0.00 -100.09 0.00 -0.304 0.000 -128.875 1.8750 0.00 -72.41 0.00 -0.304 0.000 4.532

Page 51: Hitungan Str Kost Pogung

No.Lembar : 48

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.4250 0.00 -52.69 0.00 -0.304 0.000 -100.702 LT1 B31 BALOK MAX 0.3250 0.00 -7.64 0.00 0.007 0.000 43.114 3.0500 0.00 26.80 0.00 0.007 0.000 49.533 5.7750 0.00 82.86 0.00 0.007 0.000 41.935 LT1 B31 BALOK MIN 0.3250 0.00 -82.54 0.00 -0.526 0.000 -120.541 3.0500 0.00 -26.42 0.00 -0.526 0.000 22.646 5.7750 0.00 8.07 0.00 -0.526 0.000 -121.424 LT1 B32 BALOK MAX 0.3250 0.00 50.28 0.00 -0.271 0.000 98.854 1.8750 0.00 74.28 0.00 -0.271 0.000 13.214 3.4250 0.00 104.28 0.00 -0.271 0.000 83.360 LT1 B32 BALOK MIN 0.3250 0.00 -85.04 0.00 -0.763 0.000 -97.616 1.8750 0.00 -58.38 0.00 -0.763 0.000 5.644 3.4250 0.00 -37.72 0.00 -0.763 0.000 -131.402 LT1 B33 BALOK MAX 0.2750 0.00 -0.78 0.00 1.016 0.000 50.789 3.0000 0.00 25.23 0.00 1.016 0.000 32.913 5.7250 0.00 64.59 0.00 1.016 0.000 48.861 LT1 B33 BALOK MIN 0.2750 0.00 -67.00 0.00 -0.022 0.000 -110.306 3.0000 0.00 -27.31 0.00 -0.022 0.000 13.796 5.7250 0.00 -0.97 0.00 -0.022 0.000 -97.053 LT1 B34 BALOK MAX 0.2750 0.00 96.87 0.00 -8.745 0.000 100.460 0.9500 0.00 101.57 0.00 -8.745 0.000 36.069 0.9500 0.00 118.43 0.00 7.423 0.000 36.423 1.2000 0.00 122.03 0.00 7.423 0.000 7.297 2.1250 0.00 136.02 0.00 7.423 0.000 97.481 LT1 B34 BALOK MIN 0.2750 0.00 -139.86 0.00 -26.683 0.000 -111.031 0.9500 0.00 -132.97 0.00 -26.683 0.000 -21.241 0.9500 0.00 -107.71 0.00 0.622 0.000 -22.142 1.2000 0.00 -105.35 0.00 0.622 0.000 4.045 2.1250 0.00 -96.21 0.00 0.622 0.000 -113.374 LT1 B35 BALOK MAX 0.3250 0.00 47.09 0.00 1.577 0.000 84.913 1.8750 0.00 60.78 0.00 1.577 0.000 10.270 3.4250 0.00 79.70 0.00 1.577 0.000 102.409 LT1 B35 BALOK MIN 0.3250 0.00 -91.12 0.00 -3.921 0.000 -116.800 1.8750 0.00 -70.42 0.00 -3.921 0.000 2.426 3.4250 0.00 -54.95 0.00 -3.921 0.000 -104.423 LT1 B36 BALOK MAX 0.3250 0.00 -16.85 0.00 29.168 0.000 35.435 2.2500 0.00 0.85 0.00 29.168 0.000 70.454 2.2500 0.00 21.99 0.00 -0.375 0.000 70.390 3.0500 0.00 34.21 0.00 -0.375 0.000 62.987 5.7750 0.00 98.04 0.00 -0.375 0.000 34.890 LT1 B36 BALOK MIN 0.3250 0.00 -97.55 0.00 -1.134 0.000 -138.749 2.2500 0.00 -70.66 0.00 -1.134 0.000 7.993 2.2500 0.00 -36.52 0.00 -13.270 0.000 8.045 3.0500 0.00 -23.34 0.00 -13.270 0.000 28.633 5.7750 0.00 16.96 0.00 -13.270 0.000 -138.555 LT1 B37 BALOK MAX 0.3250 0.00 51.29 0.00 1.063 0.000 100.248 1.8750 0.00 74.21 0.00 1.063 0.000 14.042 3.4250 0.00 104.21 0.00 1.063 0.000 92.185 LT1 B37 BALOK MIN 0.3250 0.00 -91.47 0.00 0.228 0.000 -106.373 1.8750 0.00 -63.73 0.00 0.228 0.000 5.853 3.4250 0.00 -43.07 0.00 0.228 0.000 -130.790 LT1 B38 BALOK MAX 0.2750 0.00 0.17 0.00 -0.324 0.000 53.774 3.0000 0.00 26.18 0.00 -0.324 0.000 33.339 5.7250 0.00 65.62 0.00 -0.324 0.000 50.426 LT1 B38 BALOK MIN 0.2750 0.00 -67.47 0.00 -1.279 0.000 -111.426 3.0000 0.00 -27.79 0.00 -1.279 0.000 13.852 5.7250 0.00 -1.52 0.00 -1.279 0.000 -99.322 LT1 B39 BALOK MAX 0.2750 0.00 114.52 0.00 5.622 0.000 108.507 1.2000 0.00 121.86 0.00 5.622 0.000 1.565 2.1250 0.00 132.45 0.00 5.622 0.000 104.026 LT1 B39 BALOK MIN 0.2750 0.00 -124.51 0.00 1.845 0.000 -109.327 1.2000 0.00 -114.65 0.00 1.845 0.000 -0.352 2.1250 0.00 -107.53 0.00 1.845 0.000 -118.419 LT1 B40 BALOK MAX

Page 52: Hitungan Str Kost Pogung

No.Lembar : 49

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.3250 0.00 52.44 0.00 2.832 0.000 92.736 1.8750 0.00 66.12 0.00 2.832 0.000 9.882 3.4250 0.00 86.01 0.00 2.832 0.000 103.901 LT1 B40 BALOK MIN 0.3250 0.00 -91.28 0.00 -0.917 0.000 -117.438 1.8750 0.00 -70.58 0.00 -0.917 0.000 1.964 3.4250 0.00 -56.08 0.00 -0.917 0.000 -114.799 LT1 B41 BALOK MAX 0.3250 0.00 -15.25 0.00 0.676 0.000 39.843 2.2500 0.00 2.45 0.00 0.676 0.000 71.780 2.2500 0.00 23.42 0.00 12.667 0.000 71.844 3.0500 0.00 35.69 0.00 12.667 0.000 63.031 5.7750 0.00 99.52 0.00 12.667 0.000 38.440 LT1 B41 BALOK MIN 0.3250 0.00 -98.40 0.00 -27.920 0.000 -141.107 2.2500 0.00 -71.51 0.00 -27.920 0.000 7.278 2.2500 0.00 -37.72 0.00 0.242 0.000 7.226 3.0500 0.00 -24.58 0.00 0.242 0.000 28.863 5.7750 0.00 15.72 0.00 0.242 0.000 -142.311 LT1 B42 BALOK MAX 0.3250 0.00 53.60 0.00 0.441 0.000 103.517 1.8750 0.00 75.85 0.00 0.441 0.000 13.846 3.4250 0.00 105.85 0.00 0.441 0.000 99.684 LT1 B42 BALOK MIN 0.3250 0.00 -97.09 0.00 -0.150 0.000 -115.275 1.8750 0.00 -68.68 0.00 -0.150 0.000 5.534 3.4250 0.00 -48.02 0.00 -0.150 0.000 -133.686 LT1 B43 BALOK MAX 0.2000 0.00 30.08 0.00 0.053 0.000 80.534 1.8750 0.00 53.24 0.00 0.053 0.000 17.186 3.5500 0.00 84.96 0.00 0.053 0.000 62.627 LT1 B43 BALOK MIN 0.2000 0.00 -77.02 0.00 -0.755 0.000 -96.527 1.8750 0.00 -46.57 0.00 -0.755 0.000 4.415 3.5500 0.00 -24.66 0.00 -0.755 0.000 -100.990 LT1 B44 BALOK MAX 0.2000 0.00 -20.30 0.00 0.459 0.000 20.851 3.0500 0.00 19.50 0.00 0.459 0.000 44.205 5.9000 0.00 77.68 0.00 0.459 0.000 20.043 LT1 B44 BALOK MIN 0.2000 0.00 -77.34 0.00 -0.061 0.000 -105.559 3.0500 0.00 -19.18 0.00 -0.061 0.000 25.555 5.9000 0.00 20.60 0.00 -0.061 0.000 -106.577 LT1 B45 BALOK MAX 0.2000 0.00 28.14 0.00 0.049 0.000 65.860 1.8750 0.00 50.43 0.00 0.049 0.000 14.274 3.5500 0.00 82.14 0.00 0.049 0.000 72.186 LT1 B45 BALOK MIN 0.2000 0.00 -79.50 0.00 -0.333 0.000 -94.760 1.8750 0.00 -48.17 0.00 -0.333 0.000 1.820 3.5500 0.00 -26.26 0.00 -0.333 0.000 -108.656 LT1 B107 BALOK MAX 0.0000 0.00 60.24 0.00 12.167 0.000 1.013 0.5875 0.00 65.49 0.00 12.167 0.000 -18.878 1.1750 0.00 73.90 0.00 12.167 0.000 -41.006 LT1 B107 BALOK MIN 0.0000 0.00 32.47 0.00 -12.038 0.000 -0.508 0.5875 0.00 35.37 0.00 -12.038 0.000 -36.238 1.1750 0.00 39.66 0.00 -12.038 0.000 -77.389 LT1 B118 BALOK MAX 0.0000 0.00 -15.74 0.00 0.154 0.000 0.759 3.0000 0.00 5.31 0.00 0.154 0.000 48.031 6.0000 0.00 43.48 0.00 0.154 0.000 0.434 LT1 B118 BALOK MIN 0.0000 0.00 -44.04 0.00 -0.142 0.000 -42.438 3.0000 0.00 -5.57 0.00 -0.142 0.000 22.289 6.0000 0.00 15.58 0.00 -0.142 0.000 -40.587 DSR B3 BALOK MAX 0.3250 0.00 -5.42 0.00 2.754 0.000 71.845 3.0000 0.00 28.48 0.00 2.754 0.000 58.145 3.0000 0.00 56.10 0.00 15.540 0.000 58.065 3.0500 0.00 56.72 0.00 15.540 0.000 57.013 5.7750 0.00 106.01 0.00 15.540 0.000 57.104 DSR B3 BALOK MIN 0.3250 0.00 -101.83 0.00 -13.667 0.000 -159.417 3.0000 0.00 -53.34 0.00 -13.667 0.000 29.708 3.0000 0.00 -26.94 0.00 -4.394 0.000 29.883 3.0500 0.00 -26.47 0.00 -4.394 0.000 29.299 5.7750 0.00 8.00 0.00 -4.394 0.000 -167.573 DSR B4 BALOK MAX 0.2250 0.00 -15.09 0.00 4.119 0.000 45.314 3.0000 0.00 19.84 0.00 4.119 0.000 60.517 3.0000 0.00 45.86 0.00 15.886 0.000 60.284 5.7750 0.00 95.77 0.00 15.886 0.000 52.433 DSR B4 BALOK MIN

Page 53: Hitungan Str Kost Pogung

No.Lembar : 50

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.2250 0.00 -101.25 0.00 -14.310 0.000 -158.636 3.0000 0.00 -51.33 0.00 -14.310 0.000 30.034 3.0000 0.00 -23.50 0.00 -5.420 0.000 30.006 5.7750 0.00 11.43 0.00 -5.420 0.000 -140.770 DSR B5 BALOK MAX 0.2250 0.00 58.99 0.00 2.886 0.000 112.091 1.5125 0.00 76.11 0.00 2.886 0.000 28.896 2.8000 0.00 99.65 0.00 2.886 0.000 69.010 DSR B5 BALOK MIN 0.2250 0.00 -96.98 0.00 -8.350 0.000 -122.783 1.5125 0.00 -73.76 0.00 -8.350 0.000 -14.626 2.8000 0.00 -57.32 0.00 -8.350 0.000 -85.516 DSR B7 BALOK MAX 0.2250 0.00 16.74 0.00 8.310 0.000 93.773 3.0000 0.00 32.94 0.00 8.310 0.000 37.120 3.0000 0.00 47.11 0.00 18.218 0.000 37.209 5.7750 0.00 72.05 0.00 18.218 0.000 71.886 DSR B7 BALOK MIN 0.2250 0.00 -68.79 0.00 -16.922 0.000 -132.004 3.0000 0.00 -43.84 0.00 -16.922 0.000 9.544 3.0000 0.00 -29.38 0.00 -9.975 0.000 9.828 5.7750 0.00 -13.18 0.00 -9.975 0.000 -128.686 DSR B8 BALOK MAX 0.2250 0.00 82.78 0.00 3.322 0.000 115.846 1.5125 0.00 90.66 0.00 3.322 0.000 5.796 2.8000 0.00 101.91 0.00 3.322 0.000 112.142 DSR B8 BALOK MIN 0.2250 0.00 -105.77 0.00 -3.230 0.000 -130.441 1.5125 0.00 -93.58 0.00 -3.230 0.000 -1.697 2.8000 0.00 -85.13 0.00 -3.230 0.000 -118.979 DSR B9 BALOK MAX 0.3250 0.00 -46.70 0.00 0.690 0.000 29.564 3.0000 0.00 -4.14 0.00 0.690 0.000 161.324 3.0000 0.00 106.88 0.00 21.383 0.000 161.057 3.0500 0.00 107.51 0.00 21.383 0.000 156.881 5.7750 0.00 171.63 0.00 21.383 0.000 2.658 DSR B9 BALOK MIN 0.3250 0.00 -163.41 0.00 -18.466 0.000 -217.475 3.0000 0.00 -100.28 0.00 -18.466 0.000 85.844 3.0000 0.00 8.58 0.00 -3.730 0.000 85.364 3.0500 0.00 9.05 0.00 -3.730 0.000 84.410 5.7750 0.00 52.29 0.00 -3.730 0.000 -242.721 DSR B10 BALOK MAX 0.2250 0.00 -54.00 0.00 4.109 0.000 -0.746 3.0000 0.00 -10.29 0.00 4.109 0.000 155.364 3.0000 0.00 97.85 0.00 20.830 0.000 155.560 5.7750 0.00 162.60 0.00 20.830 0.000 1.266 DSR B10 BALOK MIN 0.2250 0.00 -163.63 0.00 -19.636 0.000 -230.198 3.0000 0.00 -98.88 0.00 -19.636 0.000 83.258 3.0000 0.00 9.63 0.00 -5.452 0.000 83.371 5.7750 0.00 53.34 0.00 -5.452 0.000 -227.202 DSR B11 BALOK MAX 0.2250 0.00 -45.57 0.00 2.253 0.000 9.571 3.0000 0.00 -1.85 0.00 2.253 0.000 129.534 3.0000 0.00 94.95 0.00 30.410 0.000 131.251 5.7750 0.00 143.86 0.00 30.410 0.000 7.100 DSR B11 BALOK MIN 0.2250 0.00 -150.45 0.00 -27.800 0.000 -212.425 3.0000 0.00 -85.71 0.00 -27.800 0.000 66.301 3.0000 0.00 6.93 0.00 -4.894 0.000 66.740 5.7750 0.00 41.27 0.00 -4.894 0.000 -214.926 DSR B12 BALOK MAX 0.2250 0.00 -50.31 0.00 6.187 0.000 4.397 3.0000 0.00 -6.59 0.00 6.187 0.000 151.107 3.0000 0.00 84.96 0.00 29.453 0.000 151.451 5.7750 0.00 149.71 0.00 29.453 0.000 12.564 DSR B12 BALOK MIN 0.2250 0.00 -154.13 0.00 -26.290 0.000 -213.889 3.0000 0.00 -89.38 0.00 -26.290 0.000 74.840 3.0000 0.00 2.20 0.00 -6.734 0.000 74.865 5.7750 0.00 45.91 0.00 -6.734 0.000 -197.451 DSR B13 BALOK MAX 0.2250 0.00 68.19 0.00 3.810 0.000 93.981 1.5125 0.00 80.78 0.00 3.810 0.000 -0.424 2.8000 0.00 95.67 0.00 3.810 0.000 112.743 DSR B13 BALOK MIN 0.2250 0.00 -124.49 0.00 -4.891 0.000 -157.047 1.5125 0.00 -104.35 0.00 -4.891 0.000 -7.202 2.8000 0.00 -87.23 0.00 -4.891 0.000 -114.664 DSR B14 BALOK MAX 0.3250 0.00 -46.91 0.00 18.758 0.000 28.208 3.0000 0.00 -4.35 0.00 18.758 0.000 159.758 3.0000 0.00 103.57 0.00 3.541 0.000 159.170

Page 54: Hitungan Str Kost Pogung

No.Lembar : 51

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0500 0.00 104.20 0.00 3.541 0.000 155.150 5.7750 0.00 168.32 0.00 3.541 0.000 6.058 DSR B14 BALOK MIN 0.3250 0.00 -162.24 0.00 -0.643 0.000 -215.693 3.0000 0.00 -99.12 0.00 -0.643 0.000 84.965 3.0000 0.00 6.92 0.00 -21.769 0.000 84.167 3.0500 0.00 7.39 0.00 -21.769 0.000 83.086 5.7750 0.00 50.64 0.00 -21.769 0.000 -234.950 DSR B15 BALOK MAX 0.2250 0.00 -36.67 0.00 19.638 0.000 11.068 3.0000 0.00 -11.69 0.00 19.638 0.000 141.466 3.0000 0.00 99.98 0.00 5.439 0.000 141.355 5.7750 0.00 139.75 0.00 5.439 0.000 9.641 DSR B15 BALOK MIN 0.2250 0.00 -139.15 0.00 -4.131 0.000 -210.651 3.0000 0.00 -99.38 0.00 -4.131 0.000 72.772 3.0000 0.00 12.25 0.00 -20.942 0.000 72.698 5.7750 0.00 37.24 0.00 -20.942 0.000 -212.591 DSR B16 BALOK MAX 0.2250 0.00 -54.52 0.00 22.598 0.000 0.062 3.0000 0.00 -10.80 0.00 22.598 0.000 158.522 3.0000 0.00 98.81 0.00 6.429 0.000 160.871 5.7750 0.00 163.56 0.00 6.429 0.000 1.894 DSR B16 BALOK MIN 0.2250 0.00 -163.24 0.00 -3.519 0.000 -226.088 3.0000 0.00 -98.49 0.00 -3.519 0.000 83.844 3.0000 0.00 10.61 0.00 -25.552 0.000 85.112 5.7750 0.00 54.32 0.00 -25.552 0.000 -225.025 DSR B17 BALOK MAX 0.2250 0.00 -29.94 0.00 31.766 0.000 27.482 3.0000 0.00 8.81 0.00 31.766 0.000 85.521 3.0000 0.00 54.62 0.00 -4.029 0.000 85.718 5.7750 0.00 122.63 0.00 -4.029 0.000 37.493 DSR B17 BALOK MIN 0.2250 0.00 -127.12 0.00 4.700 0.000 -184.343 3.0000 0.00 -67.39 0.00 4.700 0.000 39.873 3.0000 0.00 -17.63 0.00 -34.666 0.000 39.954 5.7750 0.00 27.33 0.00 -34.666 0.000 -161.556 DSR B18 BALOK MAX 0.2250 0.00 72.59 0.00 4.920 0.000 105.202 1.5125 0.00 85.18 0.00 4.920 0.000 5.997 2.8000 0.00 102.18 0.00 4.920 0.000 109.928 DSR B18 BALOK MIN 0.2250 0.00 -118.24 0.00 -4.169 0.000 -144.401 1.5125 0.00 -98.10 0.00 -4.169 0.000 -3.471 2.8000 0.00 -83.08 0.00 -4.169 0.000 -115.414 DSR B19 BALOK MAX 0.2250 0.00 -27.99 0.00 1.271 0.000 53.774 0.7500 0.00 -22.07 0.00 1.271 0.000 66.966 0.7500 0.00 -13.18 0.00 8.551 0.000 65.253 2.2500 0.00 10.04 0.00 8.551 0.000 84.837 2.2500 0.00 19.06 0.00 20.804 0.000 86.611 3.0000 0.00 27.16 0.00 20.804 0.000 79.939 3.0000 0.00 58.23 0.00 0.587 0.000 80.099 3.7500 0.00 69.44 0.00 0.587 0.000 73.254 3.7500 0.00 81.57 0.00 6.318 0.000 71.920 5.2500 0.00 115.88 0.00 6.318 0.000 45.629 5.2500 0.00 129.58 0.00 18.469 0.000 46.933 5.7750 0.00 137.85 0.00 18.469 0.000 30.738 DSR B19 BALOK MIN 0.2250 0.00 -129.78 0.00 -17.364 0.000 -178.381 0.7500 0.00 -121.51 0.00 -17.364 0.000 -112.332 0.7500 0.00 -107.93 0.00 -5.599 0.000 -110.731 2.2500 0.00 -73.63 0.00 -5.599 0.000 8.203 2.2500 0.00 -61.37 0.00 0.443 0.000 7.442 3.0000 0.00 -50.16 0.00 0.443 0.000 42.347 3.0000 0.00 -21.44 0.00 -21.658 0.000 42.642 3.7500 0.00 -13.34 0.00 -21.658 0.000 10.700 3.7500 0.00 -4.35 0.00 -9.252 0.000 11.417 5.2500 0.00 18.87 0.00 -9.252 0.000 -121.274 5.2500 0.00 27.79 0.00 -2.200 0.000 -123.079 5.7750 0.00 33.71 0.00 -2.200 0.000 -193.363 DSR B20 BALOK MAX 0.2250 0.00 -43.29 0.00 1.951 0.000 19.472 0.7500 0.00 -37.37 0.00 1.951 0.000 40.696 0.7500 0.00 -28.33 0.00 9.281 0.000 39.458 2.2500 0.00 -5.11 0.00 9.281 0.000 83.830 2.2500 0.00 3.76 0.00 21.504 0.000 85.329 3.0000 0.00 11.86 0.00 21.504 0.000 102.438 3.0000 0.00 75.35 0.00 8.418 0.000 102.592 5.7750 0.00 125.27 0.00 8.418 0.000 22.605 DSR B20 BALOK MIN 0.2250 0.00 -143.42 0.00 -17.986 0.000 -194.654 0.7500 0.00 -135.15 0.00 -17.986 0.000 -121.444 0.7500 0.00 -121.45 0.00 -6.018 0.000 -119.785 2.2500 0.00 -87.15 0.00 -6.018 0.000 17.378 2.2500 0.00 -75.01 0.00 -0.198 0.000 16.751 3.0000 0.00 -63.80 0.00 -0.198 0.000 53.612

Page 55: Hitungan Str Kost Pogung

No.Lembar : 52

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.00 -3.80 0.00 -11.136 0.000 53.805 5.7750 0.00 31.13 0.00 -11.136 0.000 -188.354 DSR B21 BALOK MAX 0.2250 0.00 -34.57 0.00 2.189 0.000 29.869 0.7500 0.00 -28.66 0.00 2.189 0.000 46.516 0.7500 0.00 -19.69 0.00 9.216 0.000 45.240 2.2500 0.00 3.53 0.00 9.216 0.000 72.740 2.2500 0.00 12.48 0.00 21.556 0.000 74.132 3.0000 0.00 20.58 0.00 21.556 0.000 77.119 3.0000 0.00 49.81 0.00 3.484 0.000 77.067 3.7500 0.00 61.02 0.00 3.484 0.000 75.342 3.7500 0.00 73.28 0.00 8.725 0.000 73.935 5.2500 0.00 107.58 0.00 8.725 0.000 47.172 5.2500 0.00 121.16 0.00 21.289 0.000 48.507 5.7750 0.00 129.43 0.00 21.289 0.000 32.299 DSR B21 BALOK MIN 0.2250 0.00 -131.00 0.00 -18.822 0.000 -180.732 0.7500 0.00 -122.73 0.00 -18.822 0.000 -114.043 0.7500 0.00 -109.09 0.00 -6.634 0.000 -112.382 2.2500 0.00 -74.79 0.00 -6.634 0.000 10.148 2.2500 0.00 -62.59 0.00 -0.848 0.000 9.461 3.0000 0.00 -51.38 0.00 -0.848 0.000 38.584 3.0000 0.00 -21.41 0.00 -24.883 0.000 38.694 3.7500 0.00 -13.32 0.00 -24.883 0.000 10.010 3.7500 0.00 -4.33 0.00 -11.849 0.000 10.693 5.2500 0.00 18.89 0.00 -11.849 0.000 -109.106 5.2500 0.00 27.82 0.00 -5.346 0.000 -110.671 5.7750 0.00 33.73 0.00 -5.346 0.000 -176.537 DSR B22 BALOK MAX 0.2250 0.00 -17.18 0.00 0.944 0.000 42.434 1.6740 0.00 -3.83 0.00 0.944 0.000 62.919 1.6740 0.00 17.77 0.00 0.944 0.000 62.919 3.0000 0.00 29.98 0.00 0.944 0.000 38.076 4.3260 0.00 45.64 0.00 0.944 0.000 65.635 4.3260 0.00 76.24 0.00 0.944 0.000 65.635 5.7750 0.00 94.04 0.00 0.944 0.000 47.926 DSR B22 BALOK MIN 0.2250 0.00 -98.38 0.00 -0.765 0.000 -153.374 1.6740 0.00 -80.58 0.00 -0.765 0.000 -28.979 1.6740 0.00 -49.98 0.00 -0.765 0.000 -28.979 3.0000 0.00 -33.69 0.00 -0.765 0.000 22.956 4.3260 0.00 -20.84 0.00 -0.765 0.000 -21.859 4.3260 0.00 0.76 0.00 -0.765 0.000 -21.859 5.7750 0.00 14.11 0.00 -0.765 0.000 -138.279 DSR B23 BALOK MAX 0.2250 0.00 78.87 0.00 3.009 0.000 110.082 1.5125 0.00 86.75 0.00 3.009 0.000 4.885 2.8000 0.00 97.65 0.00 3.009 0.000 108.636 DSR B23 BALOK MIN 0.2250 0.00 -105.30 0.00 -1.985 0.000 -132.485 1.5125 0.00 -93.12 0.00 -1.985 0.000 -4.160 2.8000 0.00 -84.32 0.00 -1.985 0.000 -114.412 DSR B24 BALOK MAX 0.2250 0.00 32.12 0.00 1.919 0.000 79.863 1.8750 0.00 55.05 0.00 1.919 0.000 13.801 3.5250 0.00 86.43 0.00 1.919 0.000 62.529 DSR B24 BALOK MIN 0.2250 0.00 -77.25 0.00 0.580 0.000 -96.436 1.8750 0.00 -47.13 0.00 0.580 0.000 4.009 3.5250 0.00 -25.46 0.00 0.580 0.000 -105.227 DSR B25 BALOK MAX 0.2250 0.00 -34.66 0.00 23.231 0.000 2.111 2.2500 0.00 -11.44 0.00 23.231 0.000 63.682 2.2500 0.00 9.54 0.00 0.362 0.000 64.131 3.0500 0.00 18.03 0.00 0.362 0.000 61.941 3.8500 0.00 29.79 0.00 0.362 0.000 63.966 3.8500 0.00 61.82 0.00 -9.900 0.000 63.523 5.8750 0.00 94.64 0.00 -9.900 0.000 1.606 DSR B25 BALOK MIN 0.2250 0.00 -94.31 0.00 9.735 0.000 -121.592 2.2500 0.00 -61.49 0.00 9.735 0.000 19.953 2.2500 0.00 -29.49 0.00 -0.336 0.000 20.080 3.0500 0.00 -17.77 0.00 -0.336 0.000 37.008 3.8500 0.00 -9.31 0.00 -0.336 0.000 19.828 3.8500 0.00 11.64 0.00 -23.214 0.000 19.704 5.8750 0.00 34.86 0.00 -23.214 0.000 -122.568 DSR B26 BALOK MAX 0.2250 0.00 29.85 0.00 0.613 0.000 67.305 1.8250 0.00 50.76 0.00 0.613 0.000 10.585 3.4250 0.00 81.28 0.00 0.613 0.000 76.301 DSR B26 BALOK MIN 0.2250 0.00 -85.16 0.00 -0.593 0.000 -103.642 1.8250 0.00 -54.91 0.00 -0.593 0.000 4.104 3.4250 0.00 -32.89 0.00 -0.593 0.000 -100.196 DSR B27 BALOK MAX 0.3250 0.00 34.73 0.00 0.298 0.000 84.357 1.8750 0.00 63.05 0.00 0.298 0.000 19.374

Page 56: Hitungan Str Kost Pogung

No.Lembar : 53

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.4250 0.00 104.69 0.00 0.298 0.000 74.803 DSR B27 BALOK MIN 0.3250 0.00 -98.54 0.00 -0.617 0.000 -109.715 1.8750 0.00 -57.69 0.00 -0.617 0.000 8.958 3.4250 0.00 -30.15 0.00 -0.617 0.000 -116.784 DSR B28 BALOK MAX 0.3250 0.15 -56.73 0.00 3.949 0.005 -7.555 2.2500 0.15 -29.41 0.00 3.949 0.005 100.591 2.2500 0.00 14.02 0.00 0.115 0.002 101.134 3.0500 0.00 23.91 0.00 0.115 0.002 102.456 3.8500 0.00 37.95 0.00 0.115 0.002 100.628 3.8500 0.15 104.59 0.00 4.420 0.005 99.992 5.7750 0.15 144.66 0.00 4.420 0.005 -8.638 DSR B28 BALOK MIN 0.3250 -0.15 -144.21 0.00 -5.268 -0.005 -173.441 2.2500 -0.15 -104.14 0.00 -5.268 -0.005 36.977 2.2500 0.00 -37.30 0.00 -0.862 -0.002 36.814 3.0500 0.00 -23.35 0.00 -0.862 -0.002 59.638 3.8500 0.00 -13.55 0.00 -0.862 -0.002 36.426 3.8500 -0.15 29.74 0.00 -4.268 -0.005 36.518 5.7750 -0.15 57.07 0.00 -4.268 -0.005 -174.935 DSR B29 BALOK MAX 0.3250 0.00 31.93 0.00 1.217 0.000 76.770 1.8750 0.00 59.49 0.00 1.217 0.000 17.977 3.4250 0.00 101.12 0.00 1.217 0.000 80.495 DSR B29 BALOK MIN 0.3250 0.00 -101.98 0.00 0.100 0.000 -113.876 1.8750 0.00 -60.36 0.00 0.100 0.000 8.161 3.4250 0.00 -32.82 0.00 0.100 0.000 -114.890 DSR B30 BALOK MAX 0.3250 0.00 42.07 0.00 1.484 0.000 95.676 1.8750 0.00 70.87 0.00 1.484 0.000 18.922 3.4250 0.00 112.51 0.00 1.484 0.000 82.436 DSR B30 BALOK MIN 0.3250 0.00 -103.29 0.00 0.163 0.000 -117.671 1.8750 0.00 -62.92 0.00 0.163 0.000 8.489 3.4250 0.00 -35.37 0.00 0.163 0.000 -129.094 DSR B31 BALOK MAX 0.3250 0.15 -54.00 0.01 5.297 0.005 -0.484 2.2500 0.15 -26.67 0.01 5.297 0.005 102.305 2.2500 0.00 16.48 0.00 1.231 0.002 102.942 3.0500 0.00 26.37 0.00 1.231 0.002 102.267 3.8500 0.00 40.41 0.00 1.231 0.002 102.453 3.8500 0.15 106.84 0.01 4.435 0.005 101.784 5.7750 0.15 146.91 0.01 4.435 0.005 -1.980 DSR B31 BALOK MIN 0.3250 -0.15 -146.39 -0.01 -3.635 -0.005 -179.599 2.2500 -0.15 -106.32 -0.01 -3.635 -0.005 35.108 2.2500 0.00 -39.62 0.00 0.008 -0.002 34.984 3.0500 0.00 -25.68 0.00 0.008 -0.002 59.669 3.8500 0.00 -15.87 0.00 0.008 -0.002 34.362 3.8500 -0.15 27.25 -0.01 -3.939 -0.005 34.474 5.7750 -0.15 54.58 -0.01 -3.939 -0.005 -181.379 DSR B32 BALOK MAX 0.3250 0.00 37.41 0.00 -0.013 0.000 85.229 1.8750 0.00 64.96 0.00 -0.013 0.000 18.329 3.4250 0.00 106.35 0.00 -0.013 0.000 91.660 DSR B32 BALOK MIN 0.3250 0.00 -109.26 0.00 -0.979 0.000 -124.763 1.8750 0.00 -67.63 0.00 -0.979 0.000 8.118 3.4250 0.00 -39.84 0.00 -0.979 0.000 -122.921 DSR B35 BALOK MAX 0.3250 0.00 30.92 0.00 1.307 0.000 70.738 1.8750 0.00 51.15 0.00 1.307 0.000 11.908 3.4250 0.00 79.86 0.00 1.307 0.000 62.946 DSR B35 BALOK MIN 0.3250 0.00 -76.11 0.00 -1.726 0.000 -89.348 1.8750 0.00 -47.94 0.00 -1.726 0.000 5.014 3.4250 0.00 -28.25 0.00 -1.726 0.000 -91.506 DSR B36 BALOK MAX 0.3250 0.06 -54.20 0.00 -0.110 0.002 -14.197 2.2500 0.06 -28.08 0.00 -0.110 0.005 88.116 2.2500 0.08 14.29 0.00 -4.910 0.001 88.399 3.0500 0.08 26.01 0.00 -4.910 0.001 86.904 3.8500 0.08 43.90 0.00 -4.910 0.002 75.494 3.8500 0.00 74.39 0.00 11.187 0.000 75.373 5.7750 0.00 119.86 0.00 11.187 0.000 -11.572 DSR B36 BALOK MIN 0.3250 -0.06 -128.70 0.00 -7.230 -0.002 -147.837 2.2500 -0.06 -90.24 0.00 -7.230 -0.005 36.403 2.2500 -0.08 -23.61 0.00 -10.329 -0.001 35.946 3.0500 -0.08 -12.66 0.00 -10.329 -0.001 49.238 3.8500 -0.08 -0.68 0.00 -10.329 -0.002 25.563 3.8500 0.00 19.09 0.00 3.163 0.000 25.824 5.7750 0.00 49.36 0.00 3.163 0.000 -142.853

Page 57: Hitungan Str Kost Pogung

No.Lembar : 54

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

DSR B37 BALOK MAX 0.3250 0.00 26.69 0.00 0.718 0.000 61.673 1.8750 0.00 46.38 0.00 0.718 0.000 11.302 3.4250 0.00 74.90 0.00 0.718 0.000 64.683 DSR B37 BALOK MIN 0.3250 0.00 -76.64 0.00 -0.166 0.000 -88.222 1.8750 0.00 -47.93 0.00 -0.166 0.000 6.153 3.4250 0.00 -28.05 0.00 -0.166 0.000 -86.440 DSR B40 BALOK MAX 0.3250 0.00 27.74 0.00 -0.492 0.000 74.272 1.8750 0.00 54.67 0.00 -0.492 0.000 20.863 3.4250 0.00 95.01 0.00 -0.492 0.000 68.803 DSR B40 BALOK MIN 0.3250 0.00 -93.00 0.00 -1.498 0.000 -101.250 1.8750 0.00 -53.02 0.00 -1.498 0.000 9.447 3.4250 0.00 -26.44 0.00 -1.498 0.000 -100.907 DSR B41 BALOK MAX 0.3250 0.00 -20.76 0.00 -6.013 0.000 18.790 2.2500 0.00 -3.48 0.00 -6.013 0.000 58.794 2.2500 0.00 17.29 0.00 8.689 0.000 59.168 3.0500 0.00 26.92 0.00 8.689 0.000 55.095 5.7750 0.00 79.02 0.00 8.689 0.000 21.422 DSR B41 BALOK MIN 0.3250 0.00 -86.56 0.00 -13.520 0.000 -113.526 2.2500 0.00 -58.42 0.00 -13.520 0.000 12.117 2.2500 0.00 -25.68 0.00 3.859 0.000 12.036 3.0500 0.00 -15.27 0.00 3.859 0.000 26.764 5.7750 0.00 16.43 0.00 3.859 0.000 -109.019 DSR B42 BALOK MAX 0.3250 0.00 32.01 0.00 0.488 0.000 70.837 1.8750 0.00 51.70 0.00 0.488 0.000 12.732 3.4250 0.00 80.39 0.00 0.488 0.000 71.913 DSR B42 BALOK MIN 0.3250 0.00 -80.44 0.00 -0.003 0.000 -92.693 1.8750 0.00 -51.74 0.00 -0.003 0.000 7.076 3.4250 0.00 -32.03 0.00 -0.003 0.000 -93.660 DSR B43 BALOK MAX 0.2000 0.00 30.04 0.00 0.212 0.000 67.527 1.8750 0.00 44.20 0.00 0.212 0.000 10.141 3.5500 0.00 64.47 0.00 0.212 0.000 57.704 DSR B43 BALOK MIN 0.2000 0.00 -60.05 0.00 0.076 0.000 -81.110 1.8750 0.00 -40.61 0.00 0.076 0.000 2.273 3.5500 0.00 -27.29 0.00 0.076 0.000 -83.297 DSR B44 BALOK MAX 0.2000 0.00 -9.44 0.00 0.112 0.000 21.911 3.0500 0.00 15.78 0.00 0.112 0.000 31.792 5.9000 0.00 54.48 0.00 0.112 0.000 21.107 DSR B44 BALOK MIN 0.2000 0.00 -54.07 0.00 -0.288 0.000 -79.172 3.0500 0.00 -15.42 0.00 -0.288 0.000 16.485 5.9000 0.00 9.75 0.00 -0.288 0.000 -80.432 DSR B45 BALOK MAX 0.2000 0.00 27.42 0.00 0.176 0.000 58.271 1.8750 0.00 40.75 0.00 0.176 0.000 10.186 3.5500 0.00 60.37 0.00 0.176 0.000 66.291 DSR B45 BALOK MIN 0.2000 0.00 -63.55 0.00 -0.135 0.000 -81.720 1.8750 0.00 -43.28 0.00 -0.135 0.000 2.615 3.5500 0.00 -29.31 0.00 -0.135 0.000 -81.246

BALOK ANAK ATP B49 BALOK MAX 0.0000 0.00 -10.46 0.00 -0.056 0.000 -1.064 1.8750 0.00 1.12 0.00 -0.056 0.000 19.893 3.7500 0.00 21.76 0.00 -0.056 0.000 -1.566 ATP B49 BALOK MIN 0.0000 0.00 -22.09 0.00 -0.234 0.000 -6.934 1.8750 0.00 -0.98 0.00 -0.234 0.000 10.437 3.7500 0.00 10.68 0.00 -0.234 0.000 -6.955 ATP B51 BALOK MAX 0.0000 0.00 -10.84 0.00 0.081 0.000 -2.869 1.8750 0.00 0.74 0.00 0.081 0.000 17.646 3.7500 0.00 21.25 0.00 0.081 0.000 -1.383 ATP B51 BALOK MIN 0.0000 0.00 -22.60 0.00 -0.051 0.000 -11.271 1.8750 0.00 -2.06 0.00 -0.051 0.000 8.736 3.7500 0.00 9.68 0.00 -0.051 0.000 -7.803 ATP B52 BALOK MAX 0.0000 0.00 -10.66 0.00 0.305 0.000 -1.518 1.8750 0.00 0.92 0.00 0.305 0.000 20.150 3.7500 0.00 21.05 0.00 0.305 0.000 0.176

Page 58: Hitungan Str Kost Pogung

No.Lembar : 55

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

ATP B52 BALOK MIN 0.0000 0.00 -22.79 0.00 -0.092 0.000 -8.229 1.8750 0.00 -1.90 0.00 -0.092 0.000 10.447 3.7500 0.00 9.95 0.00 -0.092 0.000 -6.241 ATP B54 BALOK MAX 0.0000 0.00 -9.01 0.00 0.231 0.000 1.320 1.8750 0.00 3.21 0.00 0.231 0.000 19.251 3.7500 0.00 24.25 0.00 0.231 0.000 -4.263 ATP B54 BALOK MIN 0.0000 0.00 -19.59 0.00 0.131 0.000 -4.119 1.8750 0.00 0.25 0.00 0.131 0.000 9.908 3.7500 0.00 11.84 0.00 0.131 0.000 -11.542 ATP B55 BALOK MAX 0.0000 0.00 -9.81 0.00 -0.016 0.000 -0.424 1.8750 0.00 1.89 0.00 -0.016 0.000 19.447 3.7500 0.00 22.37 0.00 -0.016 0.000 -1.118 ATP B55 BALOK MIN 0.0000 0.00 -21.48 0.00 -0.214 0.000 -7.232 1.8750 0.00 -1.17 0.00 -0.214 0.000 9.953 3.7500 0.00 10.41 0.00 -0.214 0.000 -9.231 ATP B144 BALOK MAX 0.0000 0.34 -58.14 0.01 0.169 0.007 -13.956 1.0000 0.34 -55.71 0.01 0.169 0.003 64.917 1.0000 0.09 -9.53 0.00 0.178 0.003 64.917 1.8750 0.09 -7.27 0.00 0.178 0.004 78.130 2.0000 0.09 -7.10 0.00 0.178 0.004 79.765 2.0000 0.25 61.26 0.00 0.161 0.002 79.765 3.7500 0.25 70.83 0.00 0.161 0.003 -20.891 ATP B144 BALOK MIN 0.0000 -0.34 -92.25 -0.01 0.089 -0.007 -25.436 1.0000 -0.34 -88.46 -0.01 0.089 -0.003 40.496 1.0000 -0.09 -16.74 0.00 0.100 -0.003 40.496 1.8750 -0.09 -13.22 0.00 0.100 -0.004 50.066 2.0000 -0.09 -12.96 0.00 0.100 -0.004 51.266 2.0000 -0.25 38.16 0.00 0.082 -0.002 51.266 3.7500 -0.25 44.31 0.00 0.082 -0.003 -35.816 LT4 B49 BALOK MAX 0.0000 0.00 -20.76 0.00 -0.184 0.000 -8.840 1.8750 0.00 10.61 0.00 -0.184 0.000 11.767 3.7500 0.00 57.83 0.00 -0.184 0.000 -34.630 LT4 B49 BALOK MIN 0.0000 0.00 -38.23 0.00 -0.331 0.000 -24.349 1.8750 0.00 4.47 0.00 -0.331 0.000 4.842 3.7500 0.00 33.21 0.00 -0.331 0.000 -60.004 LT4 B50 BALOK MAX 0.0000 0.21 -57.32 0.00 0.120 0.004 -52.026 2.2500 0.21 -29.24 0.00 0.120 0.006 70.965 2.2500 0.30 -4.95 0.00 0.007 0.001 69.704 3.0500 0.30 4.61 0.00 0.007 0.001 73.616 3.8500 0.30 21.96 0.00 0.007 0.002 63.673 3.8500 0.00 42.09 0.00 0.243 0.000 64.518 6.1000 0.00 95.19 0.00 0.243 0.000 -55.344 LT4 B50 BALOK MIN 0.0000 -0.21 -94.84 0.00 -0.224 -0.004 -92.109 2.2500 -0.21 -50.11 0.00 -0.224 -0.006 42.741 2.2500 -0.30 -10.95 0.00 -0.120 -0.001 42.103 3.0500 -0.30 0.93 0.00 -0.120 -0.001 45.219 3.8500 -0.30 12.49 0.00 -0.120 -0.002 37.480 3.8500 0.00 25.17 0.00 -0.029 0.000 37.979 6.1000 0.00 57.40 0.00 -0.029 0.000 -95.898 LT4 B51 BALOK MAX 0.0000 0.00 -28.04 0.00 0.178 0.000 -34.188 1.8750 0.00 -6.42 0.00 0.178 0.000 3.070 3.7500 0.00 21.22 0.00 0.178 0.000 -0.767 LT4 B51 BALOK MIN 0.0000 0.00 -46.59 0.00 -0.011 0.000 -57.016 1.8750 0.00 -13.52 0.00 -0.011 0.000 0.190 3.7500 0.00 11.40 0.00 -0.011 0.000 -12.979 LT4 B52 BALOK MAX 0.0000 0.00 -24.79 0.00 0.436 0.000 -24.913 1.8750 0.00 4.97 0.00 0.436 0.000 -0.956 3.7500 0.00 51.66 0.00 0.436 0.000 -34.469 LT4 B52 BALOK MIN 0.0000 0.00 -44.40 0.00 -0.010 0.000 -47.541 1.8750 0.00 0.09 0.00 -0.010 0.000 -3.444 3.7500 0.00 28.83 0.00 -0.010 0.000 -61.159 LT4 B53 BALOK MAX 0.0000 0.38 -59.94 0.00 0.221 0.002 -56.636 2.2500 0.38 -31.86 0.00 0.221 0.000 72.631 2.2500 0.09 -8.06 0.00 0.098 0.004 70.898 3.0500 0.09 0.83 0.00 0.098 0.003 77.860 3.8500 0.09 13.11 0.00 0.098 0.001 72.414 3.8500 0.45 53.62 0.00 0.199 0.002 73.948 6.1000 0.45 98.36 0.00 0.199 0.003 -56.085 LT4 B53 BALOK MIN 0.0000 -0.38 -97.99 0.00 -0.035 -0.002 -97.524

Page 59: Hitungan Str Kost Pogung

No.Lembar : 56

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

2.2500 -0.38 -53.26 0.00 -0.035 0.000 44.295 2.2500 -0.09 -14.76 0.00 0.051 -0.004 43.290 3.0500 -0.09 -2.21 0.00 0.051 -0.003 48.677 3.8500 -0.09 6.94 0.00 0.051 -0.001 44.099 3.8500 -0.45 31.98 0.00 -0.037 -0.002 44.947 6.1000 -0.45 60.06 0.00 -0.037 -0.003 -97.036 LT4 B54 BALOK MAX 0.0000 0.00 -30.38 0.00 0.028 0.000 -35.407 1.8750 0.00 -1.64 0.00 0.028 0.000 3.317 3.7500 0.00 41.69 0.00 0.028 0.000 -19.003 LT4 B54 BALOK MIN 0.0000 0.00 -54.37 0.00 -0.034 0.000 -61.964 1.8750 0.00 -7.29 0.00 -0.034 0.000 -1.243 3.7500 0.00 23.22 0.00 -0.034 0.000 -39.549 LT4 B55 BALOK MAX 0.0000 0.00 -23.21 0.00 0.060 0.000 -13.372 1.8750 0.00 7.36 0.00 0.060 0.000 11.943 3.7500 0.00 54.48 0.00 0.060 0.000 -27.603 LT4 B55 BALOK MIN 0.0000 0.00 -41.58 0.00 -0.054 0.000 -29.980 1.8750 0.00 1.52 0.00 -0.054 0.000 6.327 3.7500 0.00 30.25 0.00 -0.054 0.000 -53.544 LT4 B56 BALOK MAX 0.0000 0.42 -39.97 0.00 0.307 0.005 -38.663 2.2500 0.42 -27.07 0.00 0.307 0.003 61.080 2.2500 0.25 2.02 0.00 -0.035 0.004 60.327 3.0500 0.25 6.44 0.00 -0.035 0.003 60.240 6.1000 0.25 62.76 0.00 -0.035 0.003 -26.068 LT4 B56 BALOK MIN 0.0000 -0.42 -72.70 0.00 0.026 -0.005 -74.938 2.2500 -0.42 -48.21 0.00 0.026 -0.003 34.930 2.2500 -0.25 -2.23 0.00 -0.095 -0.004 34.703 3.0500 -0.25 2.52 0.00 -0.095 -0.003 33.692 6.1000 -0.25 32.54 0.00 -0.095 -0.003 -56.192 LT4 B117 BALOK MAX 0.0000 0.00 -9.26 0.00 0.114 0.000 1.864 1.2250 0.00 8.33 0.00 0.114 0.000 5.933 2.4500 0.00 32.11 0.00 0.114 0.000 -13.455 LT4 B117 BALOK MIN 0.0000 0.00 -18.69 0.00 -0.121 0.000 -9.608 1.2250 0.00 2.26 0.00 -0.121 0.000 0.282 2.4500 0.00 18.06 0.00 -0.121 0.000 -22.273 LT4 B128 BALOK MAX 0.0000 0.09 -25.12 0.00 -0.318 0.000 -18.559 3.0000 0.09 19.66 0.00 -0.318 0.001 0.779 3.0000 0.03 -11.53 0.00 0.634 0.001 0.726 6.0000 0.03 45.72 0.00 0.634 0.001 -22.530 6.0000 0.06 -25.60 0.00 -0.502 0.001 -19.614 9.0000 0.06 19.17 0.00 -0.502 0.000 1.265 9.0000 0.02 -11.57 0.00 0.871 0.000 1.236 10.5000 0.02 11.14 0.00 0.871 0.001 10.191 12.0000 0.02 41.73 0.00 0.871 0.001 -18.991 12.0000 0.08 -25.35 0.00 -0.090 0.001 -19.520 15.0000 0.08 22.31 0.00 -0.090 0.000 -2.657 15.0000 0.11 -14.44 0.00 0.415 0.000 -2.839 18.0000 0.11 41.67 0.00 0.415 0.001 -17.075 18.0000 0.12 -19.01 0.00 0.181 0.001 -10.466 21.0000 0.12 29.17 0.00 0.181 0.001 -7.292 LT4 B128 BALOK MIN 0.0000 -0.09 -41.51 0.00 -0.627 0.000 -32.289 3.0000 -0.09 12.02 0.00 -0.627 -0.001 0.221 3.0000 -0.03 -19.61 0.00 0.320 -0.001 0.290 6.0000 -0.03 27.48 0.00 0.320 -0.001 -38.802 6.0000 -0.06 -42.00 0.00 -0.863 -0.001 -33.599 9.0000 -0.06 11.35 0.00 -0.863 0.000 0.588 9.0000 -0.02 -19.44 0.00 0.503 0.000 0.581 10.5000 -0.02 6.61 0.00 0.503 -0.001 5.680 12.0000 -0.02 25.37 0.00 0.503 -0.001 -32.788 12.0000 -0.08 -43.02 0.00 -0.339 -0.001 -35.134 15.0000 -0.08 13.62 0.00 -0.339 0.000 -4.578 15.0000 -0.11 -23.67 0.00 0.137 0.000 -4.857 18.0000 -0.11 24.45 0.00 0.137 -0.001 -31.374 18.0000 -0.12 -32.00 0.00 0.092 -0.001 -18.568 21.0000 -0.12 17.24 0.00 0.092 -0.001 -14.316 LT4 B129 BALOK MAX 0.0000 0.00 -24.78 0.00 0.858 0.000 -18.055 1.5000 0.00 -6.02 0.00 0.858 0.000 10.358 3.0000 0.00 20.14 0.00 0.858 0.000 -0.005 LT4 B129 BALOK MIN 0.0000 0.00 -41.03 0.00 0.499 0.000 -31.585 1.5000 0.00 -10.45 0.00 0.499 0.000 5.964 3.0000 0.00 12.43 0.00 0.499 0.000 -0.322 LT4 B130 BALOK MAX 0.0000 0.18 -24.92 0.00 0.760 0.001 -18.151 3.0000 0.18 20.29 0.00 0.760 0.001 0.446 3.0000 0.18 -12.20 0.00 -0.436 0.001 0.453

Page 60: Hitungan Str Kost Pogung

No.Lembar : 57

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

6.0000 0.18 40.59 0.00 -0.436 0.001 -17.493 LT4 B130 BALOK MIN 0.0000 -0.18 -40.88 0.00 0.412 -0.001 -31.207 3.0000 -0.18 11.99 0.00 0.412 -0.001 -0.328 3.0000 -0.18 -20.58 0.00 -0.774 -0.001 -0.314 6.0000 -0.18 24.69 0.00 -0.774 -0.001 -30.320 LT4 B131 BALOK MAX 0.0000 0.00 -18.32 0.00 -0.107 0.000 -9.002 1.5000 0.00 0.44 0.00 -0.107 0.000 10.527 3.0000 0.00 30.27 0.00 -0.107 0.000 -7.796 LT4 B131 BALOK MIN 0.0000 0.00 -30.90 0.00 -0.213 0.000 -16.216 1.5000 0.00 -0.99 0.00 -0.213 0.000 6.065 3.0000 0.00 17.85 0.00 -0.213 0.000 -15.269 LT4 B135 BALOK MAX 0.0000 0.52 8.94 0.01 0.318 0.008 -0.419 1.3000 0.52 15.53 0.01 0.318 0.007 -7.463 1.3000 0.11 -19.36 0.00 0.130 0.001 -14.553 3.6500 0.11 -3.08 0.00 0.130 0.000 28.413 7.3000 0.11 45.73 0.00 0.130 0.000 -25.727 LT4 B135 BALOK MIN 0.0000 -0.52 3.56 -0.01 -0.348 -0.008 -1.435 1.3000 -0.52 7.28 -0.01 -0.348 -0.007 -17.327 1.3000 -0.11 -40.84 0.00 -0.123 -0.001 -40.055 3.6500 -0.11 -9.83 0.00 -0.123 0.000 11.956 7.3000 -0.11 22.40 0.00 -0.123 0.000 -54.730 LT4 B136 BALOK MAX 0.0000 0.00 2.59 0.00 5.046 0.000 3.412 1.2250 0.00 26.85 0.00 5.046 0.000 -7.256 2.4500 0.00 52.24 0.00 5.046 0.000 -38.317 LT4 B136 BALOK MIN 0.0000 0.00 0.59 0.00 2.695 0.000 1.587 1.2250 0.00 16.40 0.00 2.695 0.000 -12.529 2.4500 0.00 32.21 0.00 2.695 0.000 -62.716 LT4 B137 BALOK MAX 0.0000 0.00 -29.39 0.00 0.280 0.000 -26.785 0.6125 0.00 -23.07 0.00 0.280 0.000 -10.559 1.2250 0.00 -16.74 0.00 0.280 0.000 1.882 LT4 B137 BALOK MIN 0.0000 0.00 -47.12 0.00 -0.309 0.000 -43.789 0.6125 0.00 -37.28 0.00 -0.309 0.000 -17.691 1.2250 0.00 -27.45 0.00 -0.309 0.000 0.947 LT3 B49 BALOK MAX 0.0000 0.00 -10.49 0.00 -0.143 0.000 0.418 1.8750 0.00 14.68 0.00 -0.143 0.000 11.431 3.7500 0.00 70.71 0.00 -0.143 0.000 -16.052 LT3 B49 BALOK MIN 0.0000 0.00 -41.36 0.00 -0.425 0.000 -24.503 1.8750 0.00 -0.37 0.00 -0.425 0.000 3.382 3.7500 0.00 16.68 0.00 -0.425 0.000 -77.651 LT3 B50 BALOK MAX 0.0000 0.23 -28.36 0.01 0.356 0.008 -21.518 2.2500 0.23 -14.29 0.01 0.356 0.011 95.207 2.2500 0.33 -1.57 0.00 -0.309 0.001 94.713 3.0500 0.33 3.66 0.00 -0.309 0.003 99.494 3.8500 0.33 25.84 0.00 -0.309 0.004 87.784 3.8500 0.00 50.46 0.00 2.091 0.000 87.904 6.1000 0.00 112.99 0.00 2.091 0.000 -18.519 LT3 B50 BALOK MIN 0.0000 -0.23 -118.48 -0.01 -0.773 -0.008 -110.779 2.2500 -0.23 -64.62 -0.01 -0.773 -0.011 21.534 2.2500 -0.33 -13.46 0.00 -1.460 -0.001 21.733 3.0500 -0.33 -3.04 0.00 -1.460 -0.003 26.008 3.8500 -0.33 3.54 0.00 -1.460 -0.004 21.790 3.8500 0.00 9.34 0.00 -0.014 0.000 21.645 6.1000 0.00 27.55 0.00 -0.014 0.000 -102.179 LT3 B51 BALOK MAX 0.0000 0.00 -9.35 0.00 0.078 0.000 -11.952 1.8750 0.00 0.59 0.00 0.078 0.000 3.583 3.7500 0.00 27.98 0.00 0.078 0.000 3.788 LT3 B51 BALOK MIN 0.0000 0.00 -54.34 0.00 -0.164 0.000 -66.630 1.8750 0.00 -13.18 0.00 -0.164 0.000 -1.668 3.7500 0.00 3.63 0.00 -0.164 0.000 -19.761 LT3 B52 BALOK MAX 0.0000 0.00 -17.47 0.00 0.813 0.000 -22.581 1.8750 0.00 3.06 0.00 0.813 0.000 -1.667 3.7500 0.00 59.10 0.00 0.813 0.000 -11.329 LT3 B52 BALOK MIN 0.0000 0.00 -52.97 0.00 -0.218 0.000 -66.899 1.8750 0.00 -8.04 0.00 -0.218 0.000 -11.434 3.7500 0.00 9.01 0.00 -0.218 0.000 -78.389 LT3 B53 BALOK MAX 0.0000 0.42 -27.83 0.00 0.325 0.004 -19.614

Page 61: Hitungan Str Kost Pogung

No.Lembar : 58

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

2.2500 0.42 -13.76 0.00 0.325 0.001 100.363 2.2500 0.10 -0.79 0.00 0.108 0.008 99.294 3.0500 0.10 3.11 0.00 0.108 0.005 107.758 3.8500 0.10 15.64 0.00 0.108 0.003 101.234 3.8500 0.49 69.67 0.00 0.373 0.003 102.063 6.1000 0.49 123.52 0.00 0.373 0.006 -24.529 LT3 B53 BALOK MIN 0.0000 -0.42 -123.78 0.00 -0.222 -0.004 -117.551 2.2500 -0.42 -69.92 0.00 -0.222 -0.001 22.923 2.2500 -0.10 -18.07 0.00 -0.046 -0.008 23.093 3.0500 -0.10 -2.55 0.00 -0.046 -0.005 26.386 3.8500 -0.10 1.90 0.00 -0.046 -0.003 21.976 3.8500 -0.49 15.71 0.00 -0.317 -0.003 21.920 6.1000 -0.49 29.77 0.00 -0.317 -0.006 -115.276 LT3 B54 BALOK MAX 0.0000 0.00 -16.32 0.00 0.133 0.000 -18.540 1.8750 0.00 0.73 0.00 0.133 0.000 6.438 3.7500 0.00 49.65 0.00 0.133 0.000 -0.818 LT3 B54 BALOK MIN 0.0000 0.00 -62.42 0.00 0.025 0.000 -77.530 1.8750 0.00 -8.75 0.00 0.025 0.000 -4.342 3.7500 0.00 10.18 0.00 0.025 0.000 -53.575 LT3 B55 BALOK MAX 0.0000 0.00 -13.37 0.00 0.008 0.000 -10.475 1.8750 0.00 5.91 0.00 0.008 0.000 9.584 3.7500 0.00 61.95 0.00 0.008 0.000 -13.726 LT3 B55 BALOK MIN 0.0000 0.00 -50.12 0.00 -0.298 0.000 -40.543 1.8750 0.00 -3.19 0.00 -0.298 0.000 0.431 3.7500 0.00 13.86 0.00 -0.298 0.000 -62.709 LT3 B56 BALOK MAX 0.0000 0.47 -30.47 0.01 0.435 0.008 -24.069 2.2500 0.47 -16.41 0.01 0.435 0.006 80.462 2.2500 0.27 -1.36 0.00 0.085 0.007 80.215 3.0500 0.27 5.89 0.00 0.085 0.005 79.153 6.1000 0.27 68.55 0.00 0.085 0.006 -11.089 LT3 B56 BALOK MIN 0.0000 -0.47 -87.40 -0.01 -0.135 -0.008 -85.969 2.2500 -0.47 -60.54 -0.01 -0.135 -0.006 25.654 2.2500 -0.27 -8.66 0.00 -0.177 -0.007 25.693 3.0500 -0.27 -4.30 0.00 -0.177 -0.005 29.483 6.1000 -0.27 27.31 0.00 -0.177 -0.006 -49.133 LT3 B117 BALOK MAX 0.0000 0.00 -5.63 0.00 0.060 0.000 -11.307 1.2250 0.00 2.54 0.00 0.060 0.000 -8.126 2.4500 0.00 28.28 0.00 0.060 0.000 -15.569 LT3 B117 BALOK MIN 0.0000 0.00 -32.52 0.00 -0.076 0.000 -39.956 1.2250 0.00 -2.12 0.00 -0.076 0.000 -16.034 2.4500 0.00 8.30 0.00 -0.076 0.000 -34.752 LT3 B126 BALOK MAX 0.0000 0.13 -12.02 0.00 -0.030 0.000 -7.708 3.0500 0.13 29.62 0.00 -0.030 0.000 -1.095 3.0500 0.13 -6.60 0.00 0.571 0.000 -1.092 6.1000 0.13 47.87 0.00 0.571 0.000 -7.657 LT3 B126 BALOK MIN 0.0000 -0.13 -47.89 0.00 -0.567 0.000 -33.889 3.0500 -0.13 6.58 0.00 -0.567 0.000 -6.029 3.0500 -0.13 -29.64 0.00 0.021 0.000 -6.037 6.1000 -0.13 12.01 0.00 0.021 0.000 -33.827 LT3 B128 BALOK MAX 0.0000 0.07 -11.35 0.00 0.143 0.000 -9.003 3.0000 0.07 24.82 0.00 0.143 0.001 -0.606 3.0000 0.02 -6.10 0.00 0.391 0.001 -1.060 6.0000 0.02 49.39 0.00 0.391 0.001 -9.029 6.0000 0.05 -10.57 0.00 0.088 0.000 -7.125 9.0000 0.05 25.79 0.00 0.088 0.000 -1.055 9.0000 0.02 -5.73 0.00 0.543 0.000 -1.088 10.5000 0.02 9.64 0.00 0.543 0.000 11.503 12.0000 0.02 45.34 0.00 0.543 0.001 -7.212 12.0000 0.06 -12.52 0.00 0.027 0.001 -9.330 15.0000 0.06 28.98 0.00 0.027 0.000 -0.552 15.0000 0.09 -6.06 0.00 0.213 0.000 -0.682 18.0000 0.09 45.52 0.00 0.213 0.001 -8.731 18.0000 0.10 -7.95 0.00 0.160 0.001 -4.178 21.0000 0.10 34.18 0.00 0.160 0.000 -2.383 LT3 B128 BALOK MIN 0.0000 -0.07 -46.59 0.00 -0.113 0.000 -36.656 3.0000 -0.07 5.41 0.00 -0.113 -0.001 -3.998 3.0000 -0.02 -26.34 0.00 -0.055 -0.001 -4.685 6.0000 -0.02 12.26 0.00 -0.055 -0.001 -39.253 6.0000 -0.05 -45.62 0.00 -0.526 0.000 -33.926 9.0000 -0.05 5.75 0.00 -0.526 0.000 -4.186 9.0000 -0.02 -26.07 0.00 -0.083 0.000 -4.275 10.5000 -0.02 1.97 0.00 -0.083 0.000 2.121 12.0000 -0.02 10.60 0.00 -0.083 -0.001 -33.187 12.0000 -0.06 -46.75 0.00 -0.188 -0.001 -35.569

Page 62: Hitungan Str Kost Pogung

No.Lembar : 59

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

15.0000 -0.06 5.86 0.00 -0.188 0.000 -8.903 15.0000 -0.09 -30.21 0.00 -0.012 0.000 -9.380 18.0000 -0.09 12.25 0.00 -0.012 -0.001 -32.349 18.0000 -0.10 -37.23 0.00 0.039 -0.001 -20.950 21.0000 -0.10 6.95 0.00 0.039 0.000 -16.381 LT3 B129 BALOK MAX 0.0000 0.00 -11.47 0.00 0.120 0.000 -9.135 1.5000 0.00 -2.84 0.00 0.120 0.000 10.053 3.0000 0.00 24.62 0.00 0.120 0.000 -0.440 LT3 B129 BALOK MIN 0.0000 0.00 -46.79 0.00 -0.146 0.000 -36.812 1.5000 0.00 -11.09 0.00 -0.146 0.000 2.067 3.0000 0.00 5.35 0.00 -0.146 0.000 -3.550 LT3 B130 BALOK MAX 0.0000 0.15 -10.06 0.00 0.413 0.000 -6.129 3.0000 0.15 26.92 0.00 0.413 0.000 -1.654 3.0000 0.15 -6.16 0.00 0.024 0.000 -1.674 6.0000 0.15 44.30 0.00 0.024 0.000 -6.167 LT3 B130 BALOK MIN 0.0000 -0.15 -44.49 0.00 -0.031 0.000 -31.496 3.0000 -0.15 6.17 0.00 -0.031 0.000 -5.134 3.0000 -0.15 -27.11 0.00 -0.416 0.000 -5.116 6.0000 -0.15 10.06 0.00 -0.416 0.000 -30.900 LT3 B131 BALOK MAX 0.0000 0.00 -7.54 0.00 -0.051 0.000 -3.321 1.5000 0.00 1.10 0.00 -0.051 0.000 12.245 3.0000 0.00 35.20 0.00 -0.051 0.000 -2.604 LT3 B131 BALOK MIN 0.0000 0.00 -36.21 0.00 -0.215 0.000 -18.745 1.5000 0.00 -1.59 0.00 -0.215 0.000 3.158 3.0000 0.00 7.21 0.00 -0.215 0.000 -17.233 LT3 B134 BALOK MAX 0.0000 0.00 -15.11 0.00 1.884 0.000 -12.079 3.0000 0.00 -3.88 0.00 1.884 0.000 36.003 3.0000 0.00 9.30 0.00 -0.517 0.000 35.940 6.0000 0.00 42.79 0.00 -0.517 0.000 -11.966 LT3 B134 BALOK MIN 0.0000 0.00 -42.88 0.00 0.540 0.000 -41.383 3.0000 0.00 -9.28 0.00 0.540 0.000 14.427 3.0000 0.00 3.79 0.00 -1.827 0.000 14.395 6.0000 0.00 15.02 0.00 -1.827 0.000 -41.190 LT3 B135 BALOK MAX 0.0000 0.64 40.14 0.01 0.880 0.010 -0.582 1.3000 0.64 65.81 0.01 0.880 0.008 -7.472 1.3000 0.10 -27.55 0.00 0.087 0.000 -12.905 3.6500 0.10 -3.67 0.00 0.087 0.001 78.334 5.0500 0.10 6.84 0.00 0.087 0.002 97.872 5.0500 0.53 60.88 0.01 0.218 0.005 99.010 7.3000 0.53 114.73 0.01 0.218 0.007 -17.888 LT3 B135 BALOK MIN 0.0000 -0.64 2.54 -0.01 -0.887 -0.010 -2.662 1.3000 -0.64 8.06 -0.01 -0.887 -0.008 -71.137 1.3000 -0.10 -110.77 0.00 -0.086 0.000 -106.798 3.6500 -0.10 -35.29 0.00 -0.086 -0.001 21.712 5.0500 -0.10 -1.09 0.00 -0.086 -0.002 26.173 5.0500 -0.53 13.85 -0.01 -0.219 -0.005 26.224 7.3000 -0.53 27.91 -0.01 -0.219 -0.007 -98.558 LT3 B136 BALOK MAX 0.0000 0.00 14.20 0.00 7.338 0.000 3.011 1.2250 0.00 34.34 0.00 7.338 0.000 -12.052 2.4500 0.00 64.74 0.00 7.338 0.000 -38.122 LT3 B136 BALOK MIN 0.0000 0.00 3.94 0.00 2.298 0.000 0.992 1.2250 0.00 16.14 0.00 2.298 0.000 -20.624 2.4500 0.00 24.31 0.00 2.298 0.000 -81.460 LT3 B137 BALOK MAX 0.0000 0.00 -7.56 0.00 0.908 0.000 -5.814 0.6125 0.00 -5.06 0.00 0.908 0.000 -1.789 1.2250 0.00 -2.55 0.00 0.908 0.000 0.972 LT3 B137 BALOK MIN 0.0000 0.00 -59.13 0.00 -0.768 0.000 -56.893 0.6125 0.00 -47.24 0.00 -0.768 0.000 -23.981 1.2250 0.00 -35.34 0.00 -0.768 0.000 -0.778 LT3 B138 BALOK MAX 0.0000 0.00 -8.88 0.00 0.564 0.000 3.711 1.9000 0.00 16.91 0.00 0.564 0.000 16.790 3.8000 0.00 51.15 0.00 0.564 0.000 -16.299 LT3 B138 BALOK MIN 0.0000 0.00 -17.37 0.00 -0.676 0.000 1.056 1.9000 0.00 4.73 0.00 -0.676 0.000 5.668 3.8000 0.00 22.14 0.00 -0.676 0.000 -60.543 LT2 B49 BALOK MAX 0.0000 0.00 -16.48 0.00 -0.152 0.000 0.958 1.8750 0.00 16.80 0.00 -0.152 0.000 11.489 3.7500 0.00 63.65 0.00 -0.152 0.000 -35.436

Page 63: Hitungan Str Kost Pogung

No.Lembar : 60

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT2 B49 BALOK MIN 0.0000 0.00 -37.17 0.00 -0.439 0.000 -28.335 1.8750 0.00 3.39 0.00 -0.439 0.000 2.911 3.7500 0.00 33.09 0.00 -0.439 0.000 -69.434 LT2 B50 BALOK MAX 0.0000 0.18 -61.25 0.01 -0.014 0.006 -52.333 2.2500 0.18 -32.00 0.01 -0.014 0.009 81.370 2.2500 0.25 -3.77 0.00 -0.894 0.001 80.708 3.0500 0.25 6.21 0.00 -0.894 0.002 84.909 3.8500 0.25 23.71 0.00 -0.894 0.003 74.538 3.8500 0.00 44.51 0.00 2.054 0.000 74.776 6.1000 0.00 100.29 0.00 2.054 0.000 -49.924 LT2 B50 BALOK MIN 0.0000 -0.18 -104.48 -0.01 -0.929 -0.006 -100.728 2.2500 -0.18 -57.38 -0.01 -0.929 -0.009 47.115 2.2500 -0.25 -12.97 0.00 -1.695 -0.001 46.908 3.0500 -0.25 -0.47 0.00 -1.695 -0.002 51.185 3.8500 -0.25 11.51 0.00 -1.695 -0.003 42.356 3.8500 0.00 25.18 0.00 0.690 0.000 42.465 6.1000 0.00 58.58 0.00 0.690 0.000 -94.333 LT2 B51 BALOK MAX 0.0000 0.00 -26.51 0.00 0.238 0.000 -33.000 1.8750 0.00 -3.91 0.00 0.238 0.000 3.262 3.7500 0.00 24.78 0.00 0.238 0.000 5.410 LT2 B51 BALOK MIN 0.0000 0.00 -49.32 0.00 -0.149 0.000 -62.426 1.8750 0.00 -17.17 0.00 -0.149 0.000 -2.412 3.7500 0.00 8.90 0.00 -0.149 0.000 -21.806 LT2 B52 BALOK MAX 0.0000 0.00 -22.90 0.00 0.715 0.000 -22.365 1.8750 0.00 6.93 0.00 0.715 0.000 -3.125 3.7500 0.00 51.47 0.00 0.715 0.000 -33.280 LT2 B52 BALOK MIN 0.0000 0.00 -49.35 0.00 -0.160 0.000 -64.786 1.8750 0.00 -3.56 0.00 -0.160 0.000 -10.704 3.7500 0.00 26.14 0.00 -0.160 0.000 -67.694 LT2 B53 BALOK MAX 0.0000 0.33 -64.29 0.00 0.312 0.003 -56.142 2.2500 0.33 -35.04 0.00 0.312 0.001 86.154 2.2500 0.07 -6.81 0.00 0.159 0.006 85.076 3.0500 0.07 2.50 0.00 0.159 0.004 92.130 3.8500 0.07 15.49 0.00 0.159 0.002 86.116 3.8500 0.38 61.83 0.00 0.415 0.003 87.067 6.1000 0.38 108.93 0.00 0.415 0.005 -55.769 LT2 B53 BALOK MIN 0.0000 -0.33 -108.50 0.00 -0.123 -0.003 -104.991 2.2500 -0.33 -61.40 0.00 -0.123 -0.001 50.753 2.2500 -0.07 -16.61 0.00 -0.037 -0.006 50.288 3.0500 -0.07 -3.44 0.00 -0.037 -0.004 56.810 3.8500 -0.07 6.05 0.00 -0.037 -0.002 50.729 3.8500 -0.38 35.18 0.00 -0.250 -0.003 51.103 6.1000 -0.38 64.43 0.00 -0.250 -0.005 -105.038 LT2 B54 BALOK MAX 0.0000 0.00 -28.34 0.00 0.150 0.000 -34.976 1.8750 0.00 1.36 0.00 0.150 0.000 1.219 3.7500 0.00 43.97 0.00 0.150 0.000 -13.297 LT2 B54 BALOK MIN 0.0000 0.00 -56.84 0.00 0.001 0.000 -69.328 1.8750 0.00 -11.07 0.00 0.001 0.000 -5.673 3.7500 0.00 20.38 0.00 0.001 0.000 -52.589 LT2 B55 BALOK MAX 0.0000 0.00 -23.46 0.00 0.020 0.000 -15.496 1.8750 0.00 7.60 0.00 0.020 0.000 7.518 3.7500 0.00 54.90 0.00 0.020 0.000 -24.641 LT2 B55 BALOK MIN 0.0000 0.00 -45.92 0.00 -0.168 0.000 -44.188 1.8750 0.00 -2.30 0.00 -0.168 0.000 3.052 3.7500 0.00 27.41 0.00 -0.168 0.000 -56.834 LT2 B56 BALOK MAX 0.0000 0.36 -42.94 0.00 0.412 0.007 -37.541 2.2500 0.36 -28.88 0.00 0.412 0.004 72.294 2.2500 0.21 3.27 0.00 0.116 0.006 71.746 3.0500 0.21 8.02 0.00 0.116 0.004 72.198 6.1000 0.21 66.66 0.00 0.116 0.004 -16.315 LT2 B56 BALOK MIN 0.0000 -0.36 -82.10 0.00 0.020 -0.007 -82.225 2.2500 -0.36 -55.25 0.00 0.020 -0.004 39.613 2.2500 -0.21 -4.46 0.00 -0.199 -0.006 39.575 3.0500 -0.21 0.66 0.00 -0.199 -0.004 39.018 6.1000 -0.21 32.27 0.00 -0.199 -0.004 -52.444 LT2 B116 BALOK MAX 0.0000 0.00 -58.97 0.00 -0.021 0.000 -32.702 3.0000 0.00 8.07 0.00 -0.021 0.000 101.712 6.0000 0.00 108.52 0.00 -0.021 0.000 -52.299 LT2 B116 BALOK MIN 0.0000 0.00 -99.28 0.00 -0.111 0.000 -78.807

Page 64: Hitungan Str Kost Pogung

No.Lembar : 61

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.00 -1.14 0.00 -0.111 0.000 63.358 6.0000 0.00 64.63 0.00 -0.111 0.000 -100.784 LT2 B117 BALOK MAX 0.0000 0.00 -18.31 0.00 0.074 0.000 -31.799 1.2250 0.00 -1.87 0.00 0.074 0.000 -17.859 2.4500 0.00 19.65 0.00 0.074 0.000 -20.810 LT2 B117 BALOK MIN 0.0000 0.00 -34.55 0.00 -0.029 0.000 -56.933 1.2250 0.00 -9.07 0.00 -0.029 0.000 -28.280 2.4500 0.00 9.58 0.00 -0.029 0.000 -37.765 LT2 B126 BALOK MAX 0.0000 0.10 -22.48 0.00 -0.058 0.000 -12.834 3.0500 0.10 26.83 0.00 -0.058 0.000 -5.656 3.0500 0.10 -16.51 0.00 0.598 0.000 -5.678 6.1000 0.10 42.33 0.00 0.598 0.000 -12.769 LT2 B126 BALOK MIN 0.0000 -0.10 -42.35 0.00 -0.594 0.000 -30.674 3.0500 -0.10 16.49 0.00 -0.594 0.000 -9.430 3.0500 -0.10 -26.87 0.00 0.051 0.000 -9.462 6.1000 -0.10 22.46 0.00 0.051 0.000 -30.611 LT2 B128 BALOK MAX 0.0000 0.06 -23.72 0.00 -0.068 0.000 -16.988 3.0000 0.06 21.82 0.00 -0.068 0.000 -1.947 3.0000 0.02 -13.62 0.00 0.477 0.001 -2.635 6.0000 0.02 42.71 0.00 0.477 0.001 -17.896 6.0000 0.04 -23.21 0.00 -0.227 0.000 -15.642 9.0000 0.04 23.09 0.00 -0.227 0.000 -2.035 9.0000 0.01 -13.32 0.00 0.590 0.000 -2.085 10.5000 0.01 8.00 0.00 0.590 0.000 10.001 12.0000 0.01 39.20 0.00 0.590 0.001 -15.352 12.0000 0.05 -23.55 0.00 -0.005 0.001 -16.064 15.0000 0.05 25.59 0.00 -0.005 0.000 -4.464 15.0000 0.07 -15.43 0.00 0.307 0.000 -4.682 18.0000 0.07 40.32 0.00 0.307 0.000 -14.736 18.0000 0.08 -18.27 0.00 0.124 0.001 -9.115 21.0000 0.08 29.79 0.00 0.124 0.000 -6.362 LT2 B128 BALOK MIN 0.0000 -0.06 -40.59 0.00 -0.348 0.000 -32.290 3.0000 -0.06 13.24 0.00 -0.348 0.000 -4.140 3.0000 -0.02 -24.02 0.00 0.139 -0.001 -5.449 6.0000 -0.02 24.80 0.00 0.139 -0.001 -33.473 6.0000 -0.04 -39.32 0.00 -0.586 0.000 -29.158 9.0000 -0.04 13.23 0.00 -0.586 0.000 -4.820 9.0000 -0.01 -23.21 0.00 0.238 0.000 -4.861 10.5000 -0.01 4.32 0.00 0.238 0.000 4.932 12.0000 -0.01 23.08 0.00 0.238 -0.001 -28.855 12.0000 -0.05 -41.14 0.00 -0.279 -0.001 -31.257 15.0000 -0.05 14.93 0.00 -0.279 0.000 -7.931 15.0000 -0.07 -26.41 0.00 0.032 0.000 -8.299 18.0000 -0.07 23.02 0.00 0.032 0.000 -29.166 18.0000 -0.08 -32.62 0.00 0.021 -0.001 -18.805 21.0000 -0.08 16.52 0.00 0.021 0.000 -14.632 LT2 B129 BALOK MAX 0.0000 0.00 -23.85 0.00 0.380 0.000 -17.078 1.5000 0.00 -5.09 0.00 0.380 0.000 8.813 3.0000 0.00 21.54 0.00 0.380 0.000 -1.742 LT2 B129 BALOK MIN 0.0000 0.00 -40.86 0.00 0.109 0.000 -32.535 1.5000 0.00 -9.66 0.00 0.109 0.000 4.843 3.0000 0.00 13.18 0.00 0.109 0.000 -3.557 LT2 B130 BALOK MAX 0.0000 0.12 -22.64 0.00 0.528 0.000 -14.433 3.0000 0.12 23.97 0.00 0.528 0.000 -2.545 3.0000 0.12 -13.75 0.00 -0.194 0.000 -2.536 6.0000 0.12 38.35 0.00 -0.194 0.000 -14.168 LT2 B130 BALOK MIN 0.0000 -0.12 -38.44 0.00 0.180 0.000 -27.313 3.0000 -0.12 13.68 0.00 0.180 0.000 -5.609 3.0000 -0.12 -24.05 0.00 -0.524 0.000 -5.583 6.0000 -0.12 22.55 0.00 -0.524 0.000 -27.034 LT2 B131 BALOK MAX 0.0000 0.00 -17.70 0.00 -0.035 0.000 -7.908 1.5000 0.00 1.06 0.00 -0.035 0.000 10.695 3.0000 0.00 30.62 0.00 -0.035 0.000 -6.685 LT2 B131 BALOK MIN 0.0000 0.00 -31.79 0.00 -0.141 0.000 -17.038 1.5000 0.00 -2.00 0.00 -0.141 0.000 6.217 3.0000 0.00 16.91 0.00 -0.141 0.000 -15.350 LT2 B135 BALOK MAX 0.0000 0.50 36.30 0.01 0.898 0.008 0.481 1.3000 0.50 61.49 0.01 0.898 0.006 -29.793 1.3000 0.08 -34.89 0.00 0.033 0.000 -29.525 3.6500 0.08 -11.01 0.00 0.033 0.001 74.805 5.0500 0.08 4.25 0.00 0.033 0.001 90.658 5.0500 0.41 56.29 0.00 0.092 0.004 91.850 7.3000 0.41 110.14 0.00 0.092 0.005 -30.789 LT2 B135 BALOK MIN

Page 65: Hitungan Str Kost Pogung

No.Lembar : 62

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.0000 -0.50 20.52 -0.01 -0.899 -0.008 -1.853 1.3000 -0.50 26.05 -0.01 -0.899 -0.006 -65.102 1.3000 -0.08 -108.14 0.00 -0.037 0.000 -104.141 3.6500 -0.08 -32.65 0.00 -0.037 -0.001 21.550 5.0500 -0.08 -9.98 0.00 -0.037 -0.001 37.096 5.0500 -0.41 25.06 0.00 -0.055 -0.004 37.204 7.3000 -0.41 39.12 0.00 -0.055 -0.005 -95.386 LT2 B136 BALOK MAX 0.0000 0.00 15.87 0.00 7.566 0.000 3.227 1.2250 0.00 35.86 0.00 7.566 0.000 -13.365 2.4500 0.00 66.26 0.00 7.566 0.000 -40.730 LT2 B136 BALOK MIN 0.0000 0.00 5.46 0.00 1.941 0.000 0.914 1.2250 0.00 17.20 0.00 1.941 0.000 -22.690 2.4500 0.00 25.37 0.00 1.941 0.000 -84.753 LT2 B137 BALOK MAX 0.0000 0.00 -24.30 0.00 0.755 0.000 -25.398 0.6125 0.00 -21.80 0.00 0.755 0.000 -11.118 1.2250 0.00 -19.29 0.00 0.755 0.000 1.615 LT2 B137 BALOK MIN 0.0000 0.00 -53.30 0.00 -0.783 0.000 -49.617 0.6125 0.00 -41.41 0.00 -0.783 0.000 -20.719 1.2250 0.00 -33.67 0.00 -0.783 0.000 -0.015 LT1 B46 BALOK MAX 0.0000 0.00 -9.65 0.00 0.604 0.000 5.700 1.8750 0.00 14.67 0.00 0.604 0.000 12.115 3.7500 0.00 52.15 0.00 0.604 0.000 -16.357 LT1 B46 BALOK MIN 0.0000 0.00 -32.33 0.00 -0.165 0.000 -28.694 1.8750 0.00 -1.96 0.00 -0.165 0.000 4.054 3.7500 0.00 19.31 0.00 -0.165 0.000 -55.886 LT1 B47 BALOK MAX 0.0000 0.00 -37.67 0.00 0.052 0.000 -30.540 3.0500 0.00 2.89 0.00 0.052 0.000 66.181 6.1000 0.00 81.75 0.00 0.052 0.000 -31.148 LT1 B47 BALOK MIN 0.0000 0.00 -81.54 0.00 -0.101 0.000 -80.191 3.0500 0.00 -2.71 0.00 -0.101 0.000 32.008 6.1000 0.00 37.82 0.00 -0.101 0.000 -80.831 LT1 B48 BALOK MAX 0.0000 0.00 -19.13 0.00 0.154 0.000 -16.519 1.8750 0.00 2.14 0.00 0.154 0.000 12.564 3.7500 0.00 32.37 0.00 0.154 0.000 7.953 LT1 B48 BALOK MIN 0.0000 0.00 -52.63 0.00 -0.576 0.000 -56.396 1.8750 0.00 -15.53 0.00 -0.576 0.000 3.562 3.7500 0.00 8.93 0.00 -0.576 0.000 -29.145 LT1 B49 BALOK MAX 0.0000 0.00 -4.71 0.00 -0.062 0.000 10.815 1.8750 0.00 15.37 0.00 -0.062 0.000 10.780 3.7500 0.00 46.36 0.00 -0.062 0.000 -12.765 LT1 B49 BALOK MIN 0.0000 0.00 -27.90 0.00 -0.318 0.000 -28.800 1.8750 0.00 -3.14 0.00 -0.318 0.000 1.488 3.7500 0.00 13.92 0.00 -0.318 0.000 -52.435 LT1 B50 BALOK MAX 0.0000 0.00 -30.81 0.00 0.107 0.000 -24.392 3.0500 0.00 2.87 0.00 0.107 0.000 61.328 6.1000 0.00 71.01 0.00 0.107 0.000 -20.579 LT1 B50 BALOK MIN 0.0000 0.00 -73.99 0.00 -0.040 0.000 -75.950 3.0500 0.00 -4.58 0.00 -0.040 0.000 27.785 6.1000 0.00 29.55 0.00 -0.040 0.000 -66.870 LT1 B51 BALOK MAX 0.0000 0.00 -6.56 0.00 0.141 0.000 -8.351 1.8750 0.00 3.38 0.00 0.141 0.000 3.070 3.7500 0.00 16.56 0.00 0.141 0.000 14.476 LT1 B51 BALOK MIN 0.0000 0.00 -30.56 0.00 -0.128 0.000 -43.267 1.8750 0.00 -14.77 0.00 -0.128 0.000 -3.629 3.7500 0.00 -2.22 0.00 -0.128 0.000 -23.373 LT1 B52 BALOK MAX 0.0000 0.00 -4.58 0.00 0.504 0.000 10.776 1.8750 0.00 15.39 0.00 0.504 0.000 10.882 3.7500 0.00 46.02 0.00 0.504 0.000 -11.302 LT1 B52 BALOK MIN 0.0000 0.00 -28.26 0.00 -0.078 0.000 -28.198 1.8750 0.00 -3.38 0.00 -0.078 0.000 2.494 3.7500 0.00 13.67 0.00 -0.078 0.000 -51.153 LT1 B53 BALOK MAX 0.0000 0.00 -30.42 0.00 0.088 0.000 -23.292 3.0500 0.00 3.26 0.00 0.088 0.000 60.586 6.1000 0.00 72.12 0.00 0.088 0.000 -21.179 LT1 B53 BALOK MIN

Page 66: Hitungan Str Kost Pogung

No.Lembar : 63

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.0000 0.00 -72.88 0.00 -0.214 0.000 -73.304 3.0500 0.00 -4.02 0.00 -0.214 0.000 27.669 6.1000 0.00 29.74 0.00 -0.214 0.000 -71.000 LT1 B54 BALOK MAX 0.0000 0.00 -12.07 0.00 0.152 0.000 -8.460 1.8750 0.00 4.98 0.00 0.152 0.000 12.349 3.7500 0.00 30.27 0.00 0.152 0.000 10.183 LT1 B54 BALOK MIN 0.0000 0.00 -44.36 0.00 0.034 0.000 -47.091 1.8750 0.00 -13.91 0.00 0.034 0.000 2.331 3.7500 0.00 5.66 0.00 0.034 0.000 -31.964 LT1 B116 BALOK MAX 0.0000 0.00 -27.18 0.00 0.043 0.000 -6.379 3.0000 0.00 6.39 0.00 0.043 0.000 71.076 6.0000 0.00 72.81 0.00 0.043 0.000 -14.545 LT1 B116 BALOK MIN 0.0000 0.00 -69.10 0.00 -0.111 0.000 -57.345 3.0000 0.00 -4.59 0.00 -0.111 0.000 30.606 6.0000 0.00 28.37 0.00 -0.111 0.000 -62.555 LT1 B117 BALOK MAX 0.0000 0.00 -1.35 0.00 0.226 0.000 -6.434 1.2250 0.00 6.83 0.00 0.226 0.000 0.916 2.4500 0.00 18.24 0.00 0.226 0.000 6.752 LT1 B117 BALOK MIN 0.0000 0.00 -24.79 0.00 -0.192 0.000 -28.947 1.2250 0.00 -11.64 0.00 -0.192 0.000 -11.301 2.4500 0.00 -1.73 0.00 -0.192 0.000 -27.775 DSR B46 BALOK MAX 0.0000 0.00 -14.46 0.00 0.175 0.000 7.148 1.8750 0.00 19.31 0.00 0.175 0.000 15.682 3.7500 0.00 67.54 0.00 0.175 0.000 -28.396 DSR B46 BALOK MIN 0.0000 0.00 -39.57 0.00 -0.295 0.000 -29.207 1.8750 0.00 1.05 0.00 -0.295 0.000 5.569 3.7500 0.00 30.76 0.00 -0.295 0.000 -70.635 DSR B47 BALOK MAX 0.0000 0.12 -47.38 0.00 0.257 0.002 -45.626 2.2500 0.12 -33.32 0.00 0.257 0.002 76.070 2.2500 0.02 -1.06 0.00 0.088 0.001 75.433 3.0500 0.02 2.85 0.00 0.088 0.001 79.395 3.8500 0.02 9.01 0.00 0.088 0.001 75.502 3.8500 0.12 62.21 0.00 0.782 0.002 76.126 6.1000 0.12 91.08 0.00 0.782 0.002 -45.488 DSR B47 BALOK MIN 0.0000 -0.12 -91.15 0.00 -0.744 -0.002 -96.542 2.2500 -0.12 -62.28 0.00 -0.744 -0.002 39.984 2.2500 -0.02 -9.10 0.00 -0.019 -0.001 39.916 3.0500 -0.02 -2.94 0.00 -0.019 -0.001 43.999 3.8500 -0.02 0.98 0.00 -0.019 -0.001 40.019 3.8500 -0.12 33.26 0.00 -0.159 -0.002 40.077 6.1000 -0.12 47.32 0.00 -0.159 -0.002 -96.327 DSR B48 BALOK MAX 0.0000 0.00 -27.99 0.00 0.100 0.000 -27.596 1.8750 0.00 1.72 0.00 0.100 0.000 10.026 3.7500 0.00 43.37 0.00 0.100 0.000 0.143 DSR B48 BALOK MIN 0.0000 0.00 -63.73 0.00 -0.339 0.000 -69.854 1.8750 0.00 -16.30 0.00 -0.339 0.000 1.183 3.7500 0.00 16.42 0.00 -0.339 0.000 -42.462 DSR B49 BALOK MAX 0.0000 0.00 -13.50 0.00 -0.028 0.000 9.539 1.8750 0.00 20.32 0.00 -0.028 0.000 16.348 3.7500 0.00 67.72 0.00 -0.028 0.000 -26.538 DSR B49 BALOK MIN 0.0000 0.00 -40.34 0.00 -0.330 0.000 -30.195 1.8750 0.00 0.22 0.00 -0.330 0.000 5.862 3.7500 0.00 29.92 0.00 -0.330 0.000 -71.131 DSR B50 BALOK MAX 0.0000 0.12 -45.47 0.00 0.501 0.003 -41.686 2.2500 0.12 -31.41 0.00 0.501 0.003 74.226 2.2500 0.00 0.44 0.00 0.043 0.001 73.987 3.0500 0.00 4.64 0.00 0.043 0.001 76.994 3.8500 0.00 10.81 0.00 0.043 0.001 72.145 3.8500 0.12 62.62 0.00 0.435 0.003 72.599 6.1000 0.12 91.49 0.00 0.435 0.003 -46.874 DSR B50 BALOK MIN 0.0000 -0.12 -88.86 0.00 -0.556 -0.003 -93.214 2.2500 -0.12 -59.98 0.00 -0.556 -0.003 38.442 2.2500 0.00 -8.64 0.00 -0.110 -0.001 38.670 3.0500 0.00 -2.78 0.00 -0.110 -0.001 42.789 3.8500 0.00 1.13 0.00 -0.110 -0.001 37.462 3.8500 -0.12 33.21 0.00 -0.508 -0.003 37.387 6.1000 -0.12 47.27 0.00 -0.508 -0.003 -100.778 DSR B51 BALOK MAX

Page 67: Hitungan Str Kost Pogung

No.Lembar : 64

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.0000 0.00 -30.77 0.00 0.033 0.000 -31.486 1.8750 0.00 -1.06 0.00 0.033 0.000 11.443 3.7500 0.00 39.13 0.00 0.033 0.000 8.616 DSR B51 BALOK MIN 0.0000 0.00 -69.15 0.00 -0.237 0.000 -78.373 1.8750 0.00 -21.83 0.00 -0.237 0.000 2.496 3.7500 0.00 12.36 0.00 -0.237 0.000 -32.640 DSR B52 BALOK MAX 0.2000 0.00 -3.42 0.00 4.013 0.000 17.615 1.9750 0.00 21.70 0.00 4.013 0.000 5.493 3.7500 0.00 52.19 0.00 4.013 0.000 -11.152 DSR B52 BALOK MIN 0.2000 0.00 -38.70 0.00 -3.016 0.000 -49.919 1.9750 0.00 -9.01 0.00 -3.016 0.000 -7.328 3.7500 0.00 12.13 0.00 -3.016 0.000 -63.967 DSR B53 BALOK MAX 0.0000 0.11 -46.94 0.00 2.443 0.002 -41.505 2.2500 0.11 -32.87 0.00 2.443 0.001 81.481 2.2500 0.02 0.20 0.00 0.593 0.002 81.117 3.0500 0.02 4.27 0.00 0.593 0.001 84.528 3.8500 0.02 10.44 0.00 0.593 0.001 80.085 3.8500 0.12 65.16 0.00 -0.698 0.002 80.195 6.1000 0.12 94.03 0.00 -0.698 0.003 -44.146 DSR B53 BALOK MIN 0.0000 -0.11 -91.25 0.00 0.789 -0.002 -91.337 2.2500 -0.11 -62.37 0.00 0.789 -0.001 42.908 2.2500 -0.02 -9.27 0.00 0.225 -0.002 43.086 3.0500 -0.02 -3.27 0.00 0.225 -0.001 46.401 3.8500 -0.02 0.63 0.00 0.225 -0.001 41.199 3.8500 -0.12 34.24 0.00 -2.491 -0.002 40.875 6.1000 -0.12 48.31 0.00 -2.491 -0.003 -98.897 DSR B54 BALOK MAX 0.0000 0.00 -26.15 0.00 0.152 0.000 -24.750 1.8750 0.00 3.56 0.00 0.152 0.000 9.744 3.7500 0.00 45.07 0.00 0.152 0.000 4.333 DSR B54 BALOK MIN 0.0000 0.00 -64.19 0.00 -0.110 0.000 -74.269 1.8750 0.00 -18.74 0.00 -0.110 0.000 0.574 3.7500 0.00 14.13 0.00 -0.110 0.000 -46.439 DSR B55 BALOK MAX 0.0000 0.00 0.23 0.00 0.522 0.000 18.285 1.8750 0.00 20.93 0.00 0.522 0.000 8.135 3.7500 0.00 48.76 0.00 0.522 0.000 -13.487 DSR B55 BALOK MIN 0.0000 0.00 -28.86 0.00 -0.149 0.000 -35.141 1.8750 0.00 -4.72 0.00 -0.149 0.000 -2.202 3.7500 0.00 12.33 0.00 -0.149 0.000 -64.181 DSR B56 BALOK MAX 0.0000 0.12 -43.06 0.00 0.717 0.002 -33.611 2.2500 0.12 -29.00 0.00 0.717 0.002 82.593 2.2500 0.07 7.42 0.00 0.233 0.001 82.485 3.0500 0.07 12.79 0.00 0.233 0.001 81.382 6.1000 0.07 74.08 0.00 0.233 0.001 -8.730 DSR B56 BALOK MIN 0.0000 -0.12 -91.95 0.00 -0.219 -0.002 -91.811 2.2500 -0.12 -63.07 0.00 -0.219 -0.002 42.004 2.2500 -0.07 -5.29 0.00 -0.292 -0.001 42.364 3.0500 -0.07 -0.58 0.00 -0.292 -0.001 39.949 6.1000 -0.07 31.03 0.00 -0.292 -0.001 -66.432 DSR B97 BALOK MAX 0.0000 0.05 -20.35 0.00 0.443 0.000 -9.808 3.0000 0.05 28.09 0.00 0.443 0.000 -4.926 3.0000 0.02 -14.61 0.00 0.066 0.000 -4.538 6.0000 0.02 39.11 0.00 0.066 0.000 -13.046 6.0000 0.00 -21.26 0.00 0.330 0.000 -12.913 9.0000 0.00 26.84 0.00 0.330 0.000 -5.065 9.0000 0.00 -15.03 0.00 0.049 0.000 -5.002 12.0000 0.00 38.64 0.00 0.049 0.000 -12.890 12.0000 0.01 -21.40 0.00 0.316 0.000 -13.186 15.0000 0.01 26.69 0.00 0.316 0.000 -4.929 15.0000 0.06 -16.79 0.00 0.285 0.000 -6.390 18.0000 0.06 35.44 0.00 0.285 0.000 -9.308 DSR B97 BALOK MIN 0.0000 -0.05 -37.42 0.00 0.124 0.000 -23.226 3.0000 -0.05 15.38 0.00 0.124 0.000 -9.228 3.0000 -0.02 -26.40 0.00 -0.306 0.000 -8.841 6.0000 -0.02 21.44 0.00 -0.306 0.000 -27.903 6.0000 0.00 -38.66 0.00 -0.026 0.000 -27.340 9.0000 0.00 15.02 0.00 -0.026 0.000 -9.605 9.0000 0.00 -26.86 0.00 -0.352 0.000 -9.608 12.0000 0.00 21.26 0.00 -0.352 0.000 -27.285 12.0000 -0.01 -38.82 0.00 -0.063 0.000 -27.741 15.0000 -0.01 14.85 0.00 -0.063 0.000 -9.540 15.0000 -0.06 -30.06 0.00 -0.144 0.000 -12.431 18.0000 -0.06 19.61 0.00 -0.144 0.000 -20.503 DSR B98 BALOK MAX 0.0000 0.05 -20.37 0.00 -0.128 0.000 -9.827

Page 68: Hitungan Str Kost Pogung

No.Lembar : 65

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

3.0000 0.05 28.09 0.00 -0.128 0.000 -4.930 3.0000 0.02 -14.58 0.00 0.316 0.000 -4.547 6.0000 0.02 39.12 0.00 0.316 0.000 -13.048 6.0000 0.00 -21.40 0.00 0.103 0.000 -13.103 9.0000 0.00 26.66 0.00 0.103 0.000 -4.854 9.0000 0.00 -14.90 0.00 0.250 0.000 -4.799 12.0000 0.00 38.80 0.00 0.250 0.000 -13.015 12.0000 0.01 -21.41 0.00 -0.001 0.000 -13.199 15.0000 0.01 26.69 0.00 -0.001 0.000 -4.751 15.0000 0.02 -15.98 0.00 0.241 0.000 -5.611 18.0000 0.02 36.94 0.00 0.241 0.000 -11.322 18.0000 0.01 -21.98 0.00 0.300 0.000 -13.869 21.0000 0.01 29.51 0.00 0.300 0.000 -6.214 21.0000 0.04 -17.51 0.00 0.374 0.000 -6.339 24.0000 0.04 38.13 0.00 0.374 0.000 -9.872 DSR B98 BALOK MIN 0.0000 -0.05 -37.42 0.00 -0.450 0.000 -23.219 3.0000 -0.05 15.41 0.00 -0.450 0.000 -9.228 3.0000 -0.02 -26.38 0.00 -0.060 0.000 -8.841 6.0000 -0.02 21.44 0.00 -0.060 0.000 -27.958 6.0000 0.00 -38.84 0.00 -0.227 0.000 -27.589 9.0000 0.00 14.91 0.00 -0.227 0.000 -9.319 9.0000 0.00 -26.70 0.00 -0.125 0.000 -9.322 12.0000 0.00 21.37 0.00 -0.125 0.000 -27.472 12.0000 -0.01 -38.82 0.00 -0.387 0.000 -27.723 15.0000 -0.01 14.84 0.00 -0.387 0.000 -9.529 15.0000 -0.02 -28.56 0.00 -0.179 0.000 -11.278 18.0000 -0.02 20.40 0.00 -0.179 0.000 -23.851 18.0000 -0.01 -40.71 0.00 -0.064 0.000 -29.141 21.0000 -0.01 16.36 0.00 -0.064 0.000 -12.349 21.0000 -0.04 -32.09 0.00 -0.082 0.000 -13.142 24.0000 -0.04 20.70 0.00 -0.082 0.000 -22.209

BALOK KONSOL & LISPLANG ATP B101 BALOK MAX 0.2250 0.00 -33.38 0.00 28.773 0.000 -28.955 0.7250 0.00 -28.60 0.00 28.773 0.000 -13.437 1.2250 0.00 -24.11 0.00 28.773 0.000 -0.287 ATP B101 BALOK MIN 0.2250 0.00 -52.59 0.00 17.018 0.000 -45.711 0.7250 0.00 -45.16 0.00 17.018 0.000 -21.238 1.2250 0.00 -38.17 0.00 17.018 0.000 -0.451 ATP B102 BALOK MAX 0.2250 0.00 -60.14 0.00 -0.658 0.000 -57.780 0.7250 0.00 -58.09 0.00 -0.658 0.000 -28.176 1.2250 0.00 -56.62 0.00 -0.658 0.000 0.695 ATP B102 BALOK MIN 0.2250 0.00 -93.84 0.00 -7.222 0.000 -90.157 0.7250 0.00 -90.65 0.00 -7.222 0.000 -43.964 1.2250 0.00 -88.36 0.00 -7.222 0.000 0.441 ATP B103 BALOK MAX 0.2250 0.00 -46.09 0.00 -4.134 0.000 -43.756 0.7250 0.00 -44.04 0.00 -4.134 0.000 -21.182 1.2250 0.00 -42.56 0.00 -4.134 0.000 0.668 ATP B103 BALOK MIN 0.2250 0.00 -72.58 0.00 -9.885 0.000 -68.929 0.7250 0.00 -69.39 0.00 -9.885 0.000 -33.369 1.2250 0.00 -67.09 0.00 -9.885 0.000 0.344 ATP B104 BALOK MAX 0.1500 0.00 -18.57 0.00 -2.466 0.000 -15.072 0.6875 0.00 -13.50 0.00 -2.466 0.000 -6.419 1.2250 0.00 -8.64 0.00 -2.466 0.000 -0.504 ATP B104 BALOK MIN 0.1500 0.00 -29.05 0.00 -4.523 0.000 -23.732 0.6875 0.00 -21.16 0.00 -4.523 0.000 -10.185 1.2250 0.00 -13.61 0.00 -4.523 0.000 -0.900 ATP B145 BALOK MAX 0.0000 0.00 -24.11 0.00 -0.287 0.000 -17.018 6.0000 0.00 45.05 0.00 -0.287 0.000 -30.667 6.0000 0.00 -27.23 0.00 0.244 0.000 -26.851 7.5000 0.00 -14.12 0.00 0.244 0.000 5.901 12.0000 0.00 39.92 0.00 0.244 0.000 -19.807 12.0000 0.00 -17.36 0.00 0.900 0.000 -15.673 15.0000 0.00 13.61 0.00 0.900 0.000 -2.466 ATP B145 BALOK MIN 0.0000 0.00 -38.17 0.00 -0.451 0.000 -28.773 6.0000 0.00 28.53 0.00 -0.451 0.000 -49.407 6.0000 0.00 -43.30 0.00 0.153 0.000 -44.225 7.5000 0.00 -22.92 0.00 0.153 0.000 3.134 12.0000 0.00 25.05 0.00 0.153 0.000 -34.077 12.0000 0.00 -27.17 0.00 0.504 0.000 -24.865 15.0000 0.00 8.64 0.00 0.504 0.000 -4.523 LT4 B101 BALOK MAX

Page 69: Hitungan Str Kost Pogung

No.Lembar : 66

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.2250 0.00 -28.83 0.00 21.944 0.000 -24.152 0.7250 0.00 -23.44 0.00 21.944 0.000 -11.052 1.2250 0.00 -18.47 0.00 21.944 0.000 -0.483 LT4 B101 BALOK MIN 0.2250 0.00 -46.45 0.00 10.159 0.000 -39.168 0.7250 0.00 -38.07 0.00 10.159 0.000 -17.988 1.2250 0.00 -30.33 0.00 10.159 0.000 -0.957 LT4 B102 BALOK MAX 0.2250 0.00 -28.52 0.00 -9.183 0.000 -23.830 0.7250 0.00 -23.13 0.00 -9.183 0.000 -10.883 1.2250 0.00 -18.16 0.00 -9.183 0.000 -0.465 LT4 B102 BALOK MIN 0.2250 0.00 -45.94 0.00 -20.491 0.000 -38.628 0.7250 0.00 -37.56 0.00 -20.491 0.000 -17.702 1.2250 0.00 -29.83 0.00 -20.491 0.000 -0.925 LT4 B103 BALOK MAX 0.2250 0.00 -22.56 0.00 10.492 0.000 -17.314 0.7250 0.00 -17.17 0.00 10.492 0.000 -7.347 1.2250 0.00 -12.20 0.00 10.492 0.000 0.070 LT4 B103 BALOK MIN 0.2250 0.00 -38.13 0.00 3.512 0.000 -29.874 0.7250 0.00 -29.74 0.00 3.512 0.000 -12.857 1.2250 0.00 -22.01 0.00 3.512 0.000 -0.046 LT4 B104 BALOK MAX 0.2000 0.00 -22.67 0.00 -2.131 0.000 -17.755 0.7125 0.00 -17.17 0.00 -2.131 0.000 -7.507 1.2250 0.00 -12.06 0.00 -2.131 0.000 0.046 LT4 B104 BALOK MIN 0.2000 0.00 -38.29 0.00 -11.346 0.000 -30.636 0.7125 0.00 -29.74 0.00 -11.346 0.000 -13.144 1.2250 0.00 -21.79 0.00 -11.346 0.000 -0.070 LT4 B109 BALOK MAX 0.0000 0.00 6.89 0.00 5.105 0.000 0.714 0.5375 0.00 9.25 0.00 5.105 0.000 -1.645 1.0750 0.00 12.24 0.00 5.105 0.000 -4.626 LT4 B109 BALOK MIN 0.0000 0.00 2.99 0.00 -1.693 0.000 0.222 0.5375 0.00 4.55 0.00 -1.693 0.000 -3.596 1.0750 0.00 6.43 0.00 -1.693 0.000 -9.382 LT4 B110 BALOK MAX 0.0000 0.00 6.88 0.00 1.717 0.000 0.721 0.5375 0.00 9.25 0.00 1.717 0.000 -1.623 1.0750 0.00 12.24 0.00 1.717 0.000 -4.633 LT4 B110 BALOK MIN 0.0000 0.00 2.99 0.00 -5.071 0.000 0.197 0.5375 0.00 4.55 0.00 -5.071 0.000 -3.631 1.0750 0.00 6.43 0.00 -5.071 0.000 -9.389 LT4 B114 BALOK MAX 0.0000 0.00 -12.20 0.00 0.070 0.000 -3.512 1.5000 0.00 1.88 0.00 0.070 0.000 8.169 3.0000 0.00 21.79 0.00 0.070 0.000 -2.131 LT4 B114 BALOK MIN 0.0000 0.00 -22.01 0.00 -0.046 0.000 -10.492 1.5000 0.00 -2.05 0.00 -0.046 0.000 4.665 3.0000 0.00 12.06 0.00 -0.046 0.000 -11.346 LT4 B120 BALOK MAX 0.0000 0.00 39.22 0.00 -11.534 0.000 -0.012 1.1125 0.00 58.66 0.00 -11.534 0.000 -33.497 2.2250 0.00 79.65 0.00 -11.534 0.000 -82.279 LT4 B120 BALOK MIN 0.0000 0.00 24.20 0.00 -23.265 0.000 -0.447 1.1125 0.00 36.69 0.00 -23.265 0.000 -54.005 2.2250 0.00 50.19 0.00 -23.265 0.000 -131.648 LT4 B123 BALOK MAX 0.0000 0.00 -24.20 0.00 0.447 0.000 -11.534 2.8875 0.00 8.13 0.00 0.447 0.000 23.661 3.0000 0.00 9.28 0.00 0.447 0.000 22.732 3.0000 0.00 8.38 0.00 -1.574 0.000 27.672 5.7750 0.00 52.76 0.00 -1.574 0.000 -29.258 LT4 B123 BALOK MIN 0.0000 0.00 -39.22 0.00 0.012 0.000 -23.265 2.8875 0.00 4.07 0.00 0.012 0.000 14.679 3.0000 0.00 4.93 0.00 0.012 0.000 13.982 3.0000 0.00 2.64 0.00 -2.965 0.000 17.509 5.7750 0.00 32.04 0.00 -2.965 0.000 -54.551 LT4 B125 BALOK MAX 0.0000 0.00 -18.47 0.00 -0.483 0.000 -10.159 3.0000 0.00 13.47 0.00 -0.483 0.000 4.830 3.0000 0.00 -7.98 0.00 0.925 0.000 4.846 6.0000 0.00 29.83 0.00 0.925 0.000 -9.183 LT4 B125 BALOK MIN 0.0000 0.00 -30.33 0.00 -0.957 0.000 -21.944 3.0000 0.00 7.63 0.00 -0.957 0.000 2.140 3.0000 0.00 -13.98 0.00 0.465 0.000 2.153 6.0000 0.00 18.16 0.00 0.465 0.000 -20.491

Page 70: Hitungan Str Kost Pogung

No.Lembar : 67

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

LT4 B127 BALOK MAX 0.0000 0.00 -2.99 0.00 0.714 0.000 1.693 3.0500 0.00 4.57 0.00 0.714 0.000 2.277 3.0500 0.00 -1.40 0.00 -0.197 0.000 2.292 6.1000 0.00 6.88 0.00 -0.197 0.000 1.717 LT4 B127 BALOK MIN 0.0000 0.00 -6.89 0.00 0.222 0.000 -5.105 3.0500 0.00 1.39 0.00 0.222 0.000 0.151 3.0500 0.00 -4.57 0.00 -0.721 0.000 0.165 6.1000 0.00 2.99 0.00 -0.721 0.000 -5.071 LT4 B132 BALOK MAX 0.0000 0.00 19.81 0.00 8.588 0.000 0.816 0.6500 0.00 29.31 0.00 8.588 0.000 -7.790 1.3000 0.00 40.46 0.00 8.588 0.000 -20.635 LT4 B132 BALOK MIN 0.0000 0.00 9.38 0.00 -0.608 0.000 0.056 0.6500 0.00 16.05 0.00 -0.608 0.000 -15.189 1.3000 0.00 23.22 0.00 -0.608 0.000 -37.763 LT4 B133 BALOK MAX 0.0000 0.00 -14.14 0.00 0.816 0.000 -5.952 1.5000 0.00 0.41 0.00 0.816 0.000 7.223 3.0000 0.00 19.81 0.00 0.816 0.000 0.608 LT4 B133 BALOK MIN 0.0000 0.00 -26.42 0.00 0.056 0.000 -19.080 1.5000 0.00 -6.10 0.00 0.056 0.000 4.307 3.0000 0.00 9.38 0.00 0.056 0.000 -8.588 LT3 B101 BALOK MAX 0.2750 0.00 -13.87 0.00 21.703 0.000 -8.281 0.7500 0.00 -8.70 0.00 21.703 0.000 -2.875 1.2250 0.00 -4.01 0.00 21.703 0.000 0.392 LT3 B101 BALOK MIN 0.2750 0.00 -47.86 0.00 -1.148 0.000 -38.948 0.7500 0.00 -40.25 0.00 -1.148 0.000 -17.973 1.2250 0.00 -33.63 0.00 -1.148 0.000 -0.505 LT3 B102 BALOK MAX 0.2750 0.00 -13.92 0.00 0.956 0.000 -8.314 0.7500 0.00 -8.75 0.00 0.956 0.000 -2.906 1.2250 0.00 -4.06 0.00 0.956 0.000 0.386 LT3 B102 BALOK MIN 0.2750 0.00 -47.71 0.00 -21.308 0.000 -38.763 0.7500 0.00 -40.10 0.00 -21.308 0.000 -17.862 1.2250 0.00 -33.48 0.00 -21.308 0.000 -0.467 LT3 B103 BALOK MAX 0.2750 0.00 -10.40 0.00 11.192 0.000 -5.134 0.7500 0.00 -5.24 0.00 11.192 0.000 -1.398 1.2250 0.00 -0.54 0.00 11.192 0.000 0.112 LT3 B103 BALOK MIN 0.2750 0.00 -40.23 0.00 -2.831 0.000 -31.197 0.7500 0.00 -32.62 0.00 -2.831 0.000 -13.848 1.2250 0.00 -26.00 0.00 -2.831 0.000 -0.069 LT3 B104 BALOK MAX 0.2000 0.00 -10.95 0.00 3.577 0.000 -5.795 0.7125 0.00 -5.46 0.00 3.577 0.000 -1.552 1.2250 0.00 -0.35 0.00 3.577 0.000 0.069 LT3 B104 BALOK MIN 0.2000 0.00 -40.50 0.00 -10.856 0.000 -33.453 0.7125 0.00 -32.46 0.00 -10.856 0.000 -14.678 1.2250 0.00 -25.23 0.00 -10.856 0.000 -0.112 LT3 B109 BALOK MAX 0.0000 0.00 32.68 0.00 18.384 0.000 1.318 0.5125 0.00 39.91 0.00 18.384 0.000 -2.677 1.0250 0.00 48.22 0.00 18.384 0.000 -8.972 LT3 B109 BALOK MIN 0.0000 0.00 4.16 0.00 -1.838 0.000 0.300 0.5125 0.00 9.27 0.00 -1.838 0.000 -17.372 1.0250 0.00 14.89 0.00 -1.838 0.000 -40.019 LT3 B110 BALOK MAX 0.0000 0.00 32.63 0.00 2.014 0.000 1.344 0.5125 0.00 39.86 0.00 2.014 0.000 -2.454 1.0250 0.00 48.16 0.00 2.014 0.000 -8.762 LT3 B110 BALOK MIN 0.0000 0.00 4.10 0.00 -18.217 0.000 0.282 0.5125 0.00 9.20 0.00 -18.217 0.000 -17.339 1.0250 0.00 14.83 0.00 -18.217 0.000 -39.959 LT3 B114 BALOK MAX 0.0000 0.00 -0.54 0.00 0.112 0.000 2.831 1.5000 0.00 3.41 0.00 0.112 0.000 9.500 3.0000 0.00 25.23 0.00 0.112 0.000 3.577 LT3 B114 BALOK MIN 0.0000 0.00 -26.00 0.00 -0.069 0.000 -11.192 1.5000 0.00 -3.74 0.00 -0.069 0.000 1.106 3.0000 0.00 0.35 0.00 -0.069 0.000 -10.856 LT3 B120 BALOK MAX

Page 71: Hitungan Str Kost Pogung

No.Lembar : 68

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.0000 0.00 39.21 0.00 -8.648 0.000 0.052 1.0875 0.00 57.78 0.00 -8.648 0.000 -29.379 2.1750 0.00 78.83 0.00 -8.648 0.000 -73.919 LT3 B120 BALOK MIN 0.0000 0.00 21.13 0.00 -25.188 0.000 -0.750 1.0875 0.00 33.64 0.00 -25.188 0.000 -52.261 2.1750 0.00 47.32 0.00 -25.188 0.000 -127.405 LT3 B123 BALOK MAX 0.0000 0.00 -21.13 0.00 0.750 0.000 -8.648 2.8875 0.00 11.97 0.00 0.750 0.000 20.681 3.0000 0.00 13.30 0.00 0.750 0.000 19.700 3.0000 0.00 5.35 0.00 -1.044 0.000 26.541 5.7750 0.00 51.43 0.00 -1.044 0.000 -19.218 LT3 B123 BALOK MIN 0.0000 0.00 -39.21 0.00 -0.052 0.000 -25.188 2.8875 0.00 6.21 0.00 -0.052 0.000 7.420 3.0000 0.00 7.06 0.00 -0.052 0.000 6.349 3.0000 0.00 -3.22 0.00 -2.261 0.000 11.592 5.7750 0.00 26.18 0.00 -2.261 0.000 -50.401 LT3 B125 BALOK MAX 0.0000 0.00 -4.01 0.00 0.392 0.000 1.148 3.0000 0.00 17.59 0.00 0.392 0.000 3.238 3.0000 0.00 -0.57 0.00 0.467 0.000 3.137 6.0000 0.00 33.48 0.00 0.467 0.000 0.956 LT3 B125 BALOK MIN 0.0000 0.00 -33.63 0.00 -0.505 0.000 -21.703 3.0000 0.00 0.60 0.00 -0.505 0.000 -0.704 3.0000 0.00 -17.75 0.00 -0.386 0.000 -0.743 6.0000 0.00 4.06 0.00 -0.386 0.000 -21.308 LT3 B127 BALOK MAX 0.0000 0.00 -4.16 0.00 1.318 0.000 1.838 3.0500 0.00 20.04 0.00 1.318 0.000 3.629 3.0500 0.00 -0.90 0.00 -0.282 0.000 3.613 6.1000 0.00 32.63 0.00 -0.282 0.000 2.014 LT3 B127 BALOK MIN 0.0000 0.00 -32.68 0.00 0.300 0.000 -18.384 3.0500 0.00 0.85 0.00 0.300 0.000 -0.842 3.0500 0.00 -20.10 0.00 -1.344 0.000 -0.819 6.1000 0.00 4.10 0.00 -1.344 0.000 -18.217 LT3 B132 BALOK MAX 0.0000 0.00 23.69 0.00 10.532 0.000 0.662 0.6500 0.00 33.54 0.00 10.532 0.000 -1.852 1.3000 0.00 44.44 0.00 10.532 0.000 -8.525 LT3 B132 BALOK MIN 0.0000 0.00 -0.43 0.00 -4.333 0.000 -0.506 0.6500 0.00 6.44 0.00 -4.333 0.000 -18.042 1.3000 0.00 13.83 0.00 -4.333 0.000 -43.562 LT3 B133 BALOK MAX 0.0000 0.00 -0.43 0.00 0.662 0.000 4.205 1.5000 0.00 4.00 0.00 0.662 0.000 8.777 3.0000 0.00 23.69 0.00 0.662 0.000 4.333 LT3 B133 BALOK MIN 0.0000 0.00 -29.52 0.00 -0.506 0.000 -16.786 1.5000 0.00 -5.88 0.00 -0.506 0.000 0.954 3.0000 0.00 -0.43 0.00 -0.506 0.000 -10.532 LT2 B101 BALOK MAX 0.2750 0.00 -25.66 0.00 22.342 0.000 -19.746 0.7500 0.00 -20.33 0.00 22.342 0.000 -8.781 1.2250 0.00 -15.48 0.00 22.342 0.000 0.013 LT2 B101 BALOK MIN 0.2750 0.00 -42.93 0.00 4.810 0.000 -33.579 0.7500 0.00 -34.66 0.00 4.810 0.000 -15.227 1.2250 0.00 -27.62 0.00 4.810 0.000 -0.823 LT2 B102 BALOK MAX 0.2750 0.00 -25.49 0.00 -4.243 0.000 -19.581 0.7500 0.00 -20.17 0.00 -4.243 0.000 -8.716 1.2250 0.00 -15.31 0.00 -4.243 0.000 0.001 LT2 B102 BALOK MIN 0.2750 0.00 -42.65 0.00 -21.535 0.000 -33.300 0.7500 0.00 -34.37 0.00 -21.535 0.000 -15.064 1.2250 0.00 -27.31 0.00 -21.535 0.000 -0.792 LT2 B103 BALOK MAX 0.2750 0.00 -20.35 0.00 15.127 0.000 -14.463 0.7500 0.00 -15.03 0.00 15.127 0.000 -6.039 1.2250 0.00 -10.18 0.00 15.127 0.000 0.125 LT2 B103 BALOK MIN 0.2750 0.00 -38.08 0.00 -0.026 0.000 -29.257 0.7500 0.00 -30.71 0.00 -0.026 0.000 -12.883 1.2250 0.00 -24.11 0.00 -0.026 0.000 -0.139 LT2 B104 BALOK MAX 0.2000 0.00 -20.68 0.00 0.467 0.000 -15.558 0.7125 0.00 -15.02 0.00 0.467 0.000 -6.373 1.2250 0.00 -9.74 0.00 0.467 0.000 0.139 LT2 B104 BALOK MIN

Page 72: Hitungan Str Kost Pogung

No.Lembar : 69

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.2000 0.00 -38.58 0.00 -13.902 0.000 -31.444 0.7125 0.00 -30.62 0.00 -13.902 0.000 -13.685 1.2250 0.00 -23.43 0.00 -13.902 0.000 -0.125 LT2 B109 BALOK MAX 0.0000 0.00 26.91 0.00 20.551 0.000 0.923 0.5125 0.00 35.11 0.00 20.551 0.000 -8.959 1.0250 0.00 44.12 0.00 20.551 0.000 -20.945 LT2 B109 BALOK MIN 0.0000 0.00 15.16 0.00 2.887 0.000 -0.231 0.5125 0.00 20.43 0.00 2.887 0.000 -15.624 1.0250 0.00 26.22 0.00 2.887 0.000 -35.973 LT2 B110 BALOK MAX 0.0000 0.00 26.82 0.00 -2.700 0.000 0.930 0.5125 0.00 35.03 0.00 -2.700 0.000 -8.838 1.0250 0.00 44.03 0.00 -2.700 0.000 -20.878 LT2 B110 BALOK MIN 0.0000 0.00 15.10 0.00 -20.358 0.000 -0.250 0.5125 0.00 20.37 0.00 -20.358 0.000 -15.578 1.0250 0.00 26.16 0.00 -20.358 0.000 -35.885 LT2 B114 BALOK MAX 0.0000 0.00 -10.18 0.00 0.125 0.000 0.026 1.5000 0.00 3.90 0.00 0.125 0.000 7.867 3.0000 0.00 23.43 0.00 0.125 0.000 0.467 LT2 B114 BALOK MIN 0.0000 0.00 -24.11 0.00 -0.139 0.000 -15.127 1.5000 0.00 -4.46 0.00 -0.139 0.000 4.952 3.0000 0.00 9.74 0.00 -0.139 0.000 -13.902 LT2 B120 BALOK MAX 0.0000 0.00 38.62 0.00 -7.557 0.000 0.057 1.0875 0.00 57.20 0.00 -7.557 0.000 -28.608 2.1750 0.00 78.24 0.00 -7.557 0.000 -72.382 LT2 B120 BALOK MIN 0.0000 0.00 20.38 0.00 -24.951 0.000 -0.938 1.0875 0.00 32.89 0.00 -24.951 0.000 -51.892 2.1750 0.00 46.58 0.00 -24.951 0.000 -126.395 LT2 B121 BALOK MAX 0.0000 0.00 17.52 0.00 4.432 0.000 1.028 1.1250 0.00 35.65 0.00 4.432 0.000 -11.102 2.2500 0.00 55.81 0.00 4.432 0.000 -38.774 LT2 B121 BALOK MIN 0.0000 0.00 4.18 0.00 -6.010 0.000 0.422 1.1250 0.00 17.21 0.00 -6.010 0.000 -28.080 2.2500 0.00 31.14 0.00 -6.010 0.000 -79.987 LT2 B123 BALOK MAX 0.0000 0.00 -20.38 0.00 0.938 0.000 -7.557 2.8875 0.00 12.88 0.00 0.938 0.000 19.425 3.0000 0.00 14.20 0.00 0.938 0.000 18.378 3.0000 0.00 4.42 0.00 -0.970 0.000 25.048 5.7750 0.00 50.50 0.00 -0.970 0.000 -18.461 LT2 B123 BALOK MIN 0.0000 0.00 -38.62 0.00 -0.057 0.000 -24.951 2.8875 0.00 6.63 0.00 -0.057 0.000 6.219 3.0000 0.00 7.48 0.00 -0.057 0.000 5.070 3.0000 0.00 -3.90 0.00 -2.370 0.000 10.232 5.7750 0.00 25.51 0.00 -2.370 0.000 -49.313 LT2 B124 BALOK MAX 0.2250 0.00 -15.75 0.00 1.028 0.000 -6.480 1.6125 0.00 -0.53 0.00 1.028 0.000 7.526 3.0000 0.00 17.52 0.00 1.028 0.000 6.010 LT2 B124 BALOK MIN 0.2250 0.00 -33.73 0.00 0.422 0.000 -28.203 1.6125 0.00 -11.99 0.00 0.422 0.000 2.787 3.0000 0.00 4.18 0.00 0.422 0.000 -4.432 LT2 B125 BALOK MAX 0.0000 0.00 -15.48 0.00 0.013 0.000 -4.810 3.0000 0.00 16.69 0.00 0.013 0.000 1.489 3.0000 0.00 -8.98 0.00 0.792 0.000 1.480 6.0000 0.00 27.31 0.00 0.792 0.000 -4.243 LT2 B125 BALOK MIN 0.0000 0.00 -27.62 0.00 -0.823 0.000 -22.342 3.0000 0.00 8.79 0.00 -0.823 0.000 -2.909 3.0000 0.00 -16.98 0.00 -0.001 0.000 -2.872 6.0000 0.00 15.31 0.00 -0.001 0.000 -21.535 LT2 B127 BALOK MAX 0.0000 0.00 -15.16 0.00 0.923 0.000 -2.887 3.0500 0.00 18.54 0.00 0.923 0.000 1.119 3.0500 0.00 -9.55 0.00 0.250 0.000 1.125 6.1000 0.00 26.82 0.00 0.250 0.000 -2.700 LT2 B127 BALOK MIN 0.0000 0.00 -26.91 0.00 -0.231 0.000 -20.551 3.0500 0.00 9.50 0.00 -0.231 0.000 -4.263 3.0500 0.00 -18.62 0.00 -0.930 0.000 -4.268 6.1000 0.00 15.10 0.00 -0.930 0.000 -20.358 LT1 B99 BALOK MAX

Page 73: Hitungan Str Kost Pogung

No.Lembar : 70

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.3250 0.00 -25.13 0.00 19.070 0.000 -19.124 0.7750 0.00 -21.14 0.00 19.070 0.000 -8.687 1.2250 0.00 -18.17 0.00 19.070 0.000 1.068 LT1 B99 BALOK MIN 0.3250 0.00 -49.20 0.00 2.570 0.000 -37.494 0.7750 0.00 -42.12 0.00 2.570 0.000 -16.888 1.2250 0.00 -37.35 0.00 2.570 0.000 0.094 LT1 B100 BALOK MAX 0.3250 0.00 -35.96 0.00 11.944 0.000 -29.858 0.7750 0.00 -32.99 0.00 11.944 0.000 -14.314 1.2250 0.00 -31.02 0.00 11.944 0.000 0.159 LT1 B100 BALOK MIN 0.3250 0.00 -64.61 0.00 -13.170 0.000 -53.336 0.7750 0.00 -58.88 0.00 -13.170 0.000 -25.491 1.2250 0.00 -55.46 0.00 -13.170 0.000 -0.034 LT1 B101 BALOK MAX 0.3250 0.00 -36.02 0.00 15.111 0.000 -29.880 0.7750 0.00 -33.05 0.00 15.111 0.000 -14.311 1.2250 0.00 -31.09 0.00 15.111 0.000 0.140 LT1 B101 BALOK MIN 0.3250 0.00 -64.60 0.00 -10.943 0.000 -53.276 0.7750 0.00 -58.87 0.00 -10.943 0.000 -25.435 1.2250 0.00 -55.45 0.00 -10.943 0.000 0.058 LT1 B102 BALOK MAX 0.3250 0.00 -18.03 0.00 -6.005 0.000 -13.661 0.7750 0.00 -14.97 0.00 -6.005 0.000 -6.223 1.2250 0.00 -12.43 0.00 -6.005 0.000 -0.049 LT1 B102 BALOK MIN 0.3250 0.00 -34.72 0.00 -27.307 0.000 -27.146 0.7750 0.00 -29.77 0.00 -27.307 0.000 -12.604 1.2250 0.00 -25.97 0.00 -27.307 0.000 -0.138 LT1 B103 BALOK MAX 0.3250 0.00 -7.86 0.00 13.860 0.000 -4.537 0.7750 0.00 -4.80 0.00 13.860 0.000 -1.675 1.2250 0.00 -2.26 0.00 13.860 0.000 0.281 LT1 B103 BALOK MIN 0.3250 0.00 -24.58 0.00 -4.581 0.000 -18.225 0.7750 0.00 -20.18 0.00 -4.581 0.000 -8.132 1.2250 0.00 -16.63 0.00 -4.581 0.000 -0.302 LT1 B104 BALOK MAX 0.2000 0.00 -12.64 0.00 4.827 0.000 -7.339 0.7125 0.00 -6.97 0.00 4.827 0.000 -2.275 1.2250 0.00 -1.70 0.00 4.827 0.000 0.302 LT1 B104 BALOK MIN 0.2000 0.00 -30.93 0.00 -12.032 0.000 -23.645 0.7125 0.00 -23.04 0.00 -12.032 0.000 -9.753 1.2250 0.00 -15.81 0.00 -12.032 0.000 -0.281 LT1 B105 BALOK MAX 0.0000 0.00 40.94 0.00 -2.407 0.000 1.302 0.6375 0.00 48.85 0.00 -2.407 0.000 -13.412 1.2750 0.00 59.18 0.00 -2.407 0.000 -30.624 LT1 B105 BALOK MIN 0.0000 0.00 19.17 0.00 -21.080 0.000 0.131 0.6375 0.00 23.89 0.00 -21.080 0.000 -27.144 1.2750 0.00 29.66 0.00 -21.080 0.000 -61.907 LT1 B106 BALOK MAX 0.0000 0.00 61.86 0.00 12.321 0.000 0.314 0.5875 0.00 67.11 0.00 12.321 0.000 -20.276 1.1750 0.00 75.52 0.00 12.321 0.000 -42.936 LT1 B106 BALOK MIN 0.0000 0.00 33.37 0.00 -11.723 0.000 -0.137 0.5875 0.00 36.27 0.00 -11.723 0.000 -37.420 1.1750 0.00 40.56 0.00 -11.723 0.000 -79.521 LT1 B108 BALOK MAX 0.0000 0.00 25.68 0.00 10.860 0.000 0.873 0.4875 0.00 28.97 0.00 10.860 0.000 -5.233 0.9750 0.00 34.54 0.00 10.860 0.000 -11.804 LT1 B108 BALOK MIN 0.0000 0.00 9.54 0.00 -2.652 0.000 -0.127 0.4875 0.00 11.74 0.00 -2.652 0.000 -12.312 0.9750 0.00 15.06 0.00 -2.652 0.000 -27.762 LT1 B109 BALOK MAX 0.0000 0.00 46.08 0.00 23.435 0.000 0.273 0.4875 0.00 49.96 0.00 23.435 0.000 -11.947 0.9750 0.00 56.39 0.00 23.435 0.000 -25.384 LT1 B109 BALOK MIN 0.0000 0.00 23.62 0.00 -3.461 0.000 0.026 0.4875 0.00 25.83 0.00 -3.461 0.000 -23.002 0.9750 0.00 29.14 0.00 -3.461 0.000 -49.015 LT1 B110 BALOK MAX 0.0000 0.00 46.51 0.00 4.038 0.000 0.466 0.4875 0.00 50.40 0.00 4.038 0.000 -11.762 0.9750 0.00 56.83 0.00 4.038 0.000 -25.041 LT1 B110 BALOK MIN

Page 74: Hitungan Str Kost Pogung

No.Lembar : 71

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

0.0000 0.00 23.30 0.00 -23.601 0.000 -0.095 0.4875 0.00 25.50 0.00 -23.601 0.000 -23.156 0.9750 0.00 28.81 0.00 -23.601 0.000 -49.382 LT1 B111 BALOK MAX 0.0000 0.00 24.61 0.00 3.617 0.000 0.859 0.5375 0.00 30.05 0.00 3.617 0.000 -4.976 1.0750 0.00 37.01 0.00 3.617 0.000 -12.089 LT1 B111 BALOK MIN 0.0000 0.00 7.00 0.00 -12.742 0.000 -0.314 0.5375 0.00 10.75 0.00 -12.742 0.000 -13.647 1.0750 0.00 15.41 0.00 -12.742 0.000 -31.810 LT1 B112 BALOK MAX 0.0000 0.00 3.70 0.00 1.371 0.000 -0.098 1.3000 0.00 11.73 0.00 1.371 0.000 -3.837 1.3000 0.00 -13.62 0.00 0.311 0.000 -6.244 7.3000 0.00 31.32 0.00 0.311 0.000 -11.584 7.3000 0.00 -15.20 0.00 0.006 0.000 -13.126 9.6500 0.00 -2.30 0.00 0.006 0.000 13.801 13.3000 0.00 29.99 0.00 0.006 0.000 -12.007 13.3000 0.00 -14.36 0.00 0.469 0.000 -10.542 19.3000 0.00 30.27 0.00 0.469 0.000 -9.367 LT1 B112 BALOK MIN 0.0000 0.00 0.09 0.00 0.197 0.000 -0.959 1.3000 0.00 5.55 0.00 0.197 0.000 -10.848 1.3000 0.00 -29.21 0.00 -0.176 0.000 -31.928 7.3000 0.00 14.70 0.00 -0.176 0.000 -34.902 7.3000 0.00 -30.54 0.00 -0.048 0.000 -33.309 9.6500 0.00 -7.89 0.00 -0.048 0.000 6.521 13.3000 0.00 14.91 0.00 -0.048 0.000 -31.676 13.3000 0.00 -30.26 0.00 -1.015 0.000 -33.013 19.3000 0.00 14.35 0.00 -1.015 0.000 -34.105 LT1 B113 BALOK MAX 0.0000 0.00 3.10 0.00 -0.176 0.000 0.070 1.3000 0.00 11.03 0.00 -0.176 0.000 -3.825 1.3000 0.00 -12.61 0.00 0.070 0.000 -6.395 7.3000 0.00 28.08 0.00 0.070 0.000 -10.167 7.3000 0.00 -13.59 0.00 0.036 0.000 -10.508 9.6500 0.00 -1.66 0.00 0.036 0.000 12.344 13.3000 0.00 27.02 0.00 0.036 0.000 -9.806 13.3000 0.00 -13.79 0.00 0.138 0.000 -10.717 19.3000 0.00 25.97 0.00 0.138 0.000 -6.005 LT1 B113 BALOK MIN 0.0000 0.00 -0.17 0.00 -1.110 0.000 -0.974 1.3000 0.00 5.29 0.00 -1.110 0.000 -9.579 1.3000 0.00 -26.32 0.00 -0.193 0.000 -28.649 7.3000 0.00 13.52 0.00 -0.193 0.000 -31.899 7.3000 0.00 -27.38 0.00 -0.034 0.000 -30.332 9.6500 0.00 -7.39 0.00 -0.034 0.000 5.762 13.3000 0.00 13.40 0.00 -0.034 0.000 -29.572 13.3000 0.00 -28.43 0.00 0.049 0.000 -32.829 19.3000 0.00 12.43 0.00 0.049 0.000 -27.307 LT1 B114 BALOK MAX 0.0000 0.00 -2.26 0.00 0.281 0.000 4.581 1.5000 0.00 5.07 0.00 0.281 0.000 4.773 3.0000 0.00 15.81 0.00 0.281 0.000 4.827 LT1 B114 BALOK MIN 0.0000 0.00 -16.63 0.00 -0.302 0.000 -13.860 1.5000 0.00 -5.76 0.00 -0.302 0.000 2.310 3.0000 0.00 1.70 0.00 -0.302 0.000 -12.032 LT1 B115 BALOK MAX 0.0000 0.00 -0.09 0.00 -0.098 0.000 -0.197 1.5000 0.00 8.73 0.00 -0.098 0.000 -1.586 1.5000 0.00 -5.35 0.00 -0.020 0.000 0.873 5.2500 0.00 18.68 0.00 -0.020 0.000 -0.916 5.2500 0.00 -14.65 0.00 0.007 0.000 -11.442 8.1625 0.00 0.68 0.00 0.007 0.000 17.583 11.3500 0.00 28.57 0.00 0.007 0.000 -11.632 11.3500 0.00 -5.75 0.00 0.471 0.000 -0.616 15.1000 0.00 17.73 0.00 0.471 0.000 3.382 15.1000 0.00 -2.53 0.00 0.974 0.000 -0.235 16.3250 0.00 3.10 0.00 0.974 0.000 -0.176 LT1 B115 BALOK MIN 0.0000 0.00 -3.70 0.00 -0.959 0.000 -1.371 1.5000 0.00 3.66 0.00 -0.959 0.000 -6.424 1.5000 0.00 -17.49 0.00 -0.291 0.000 -17.091 5.2500 0.00 6.09 0.00 -0.291 0.000 -18.937 5.2500 0.00 -28.54 0.00 -0.019 0.000 -28.490 8.1625 0.00 -2.58 0.00 -0.019 0.000 9.479 11.3500 0.00 14.67 0.00 -0.019 0.000 -28.563 11.3500 0.00 -19.67 0.00 -0.112 0.000 -19.792 15.1000 0.00 4.48 0.00 -0.112 0.000 -17.762 15.1000 0.00 -6.89 0.00 -0.070 0.000 -5.020 16.3250 0.00 -0.17 0.00 -0.070 0.000 -1.110 DSR B70 BALOK MAX 0.0000 0.00 -8.50 0.00 1.648 0.000 -6.418 0.6125 0.00 -5.78 0.00 1.648 0.000 -1.963 1.2250 0.00 -3.06 0.00 1.648 0.000 0.754

Page 75: Hitungan Str Kost Pogung

No.Lembar : 72

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

DSR B70 BALOK MIN 0.0000 0.00 -14.85 0.00 -1.760 0.000 -12.627 0.6125 0.00 -10.47 0.00 -1.760 0.000 -5.129 1.2250 0.00 -6.15 0.00 -1.760 0.000 -0.392 DSR B71 BALOK MAX 0.0000 0.00 -7.75 0.00 0.717 0.000 -5.731 0.6125 0.00 -5.03 0.00 0.717 0.000 -1.736 1.2250 0.00 -2.31 0.00 0.717 0.000 0.429 DSR B71 BALOK MIN 0.0000 0.00 -14.11 0.00 -1.334 0.000 -12.406 0.6125 0.00 -9.73 0.00 -1.334 0.000 -5.273 1.2250 0.00 -5.55 0.00 -1.334 0.000 -0.810 DSR B72 BALOK MAX 0.0000 0.00 -8.54 0.00 1.659 0.000 -6.398 0.6125 0.00 -5.82 0.00 1.659 0.000 -1.919 1.2250 0.00 -3.10 0.00 1.659 0.000 0.836 DSR B72 BALOK MIN 0.0000 0.00 -15.04 0.00 -1.238 0.000 -12.900 0.6125 0.00 -10.65 0.00 -1.238 0.000 -5.267 1.2250 0.00 -6.37 0.00 -1.238 0.000 -0.409 DSR B74 BALOK MAX 0.0000 0.00 -8.45 0.00 1.661 0.000 -6.286 0.6125 0.00 -5.73 0.00 1.661 0.000 -1.863 1.2250 0.00 -3.00 0.00 1.661 0.000 0.814 DSR B74 BALOK MIN 0.0000 0.00 -14.95 0.00 -1.276 0.000 -12.929 0.6125 0.00 -10.57 0.00 -1.276 0.000 -5.322 1.2250 0.00 -6.33 0.00 -1.276 0.000 -0.470 DSR B75 BALOK MAX 0.0000 0.00 -7.51 0.00 0.682 0.000 -5.240 0.6125 0.00 -4.79 0.00 0.682 0.000 -1.394 1.2250 0.00 -2.06 0.00 0.682 0.000 0.623 DSR B75 BALOK MIN 0.0000 0.00 -14.19 0.00 -1.407 0.000 -13.034 0.6125 0.00 -9.82 0.00 -1.407 0.000 -5.685 1.2250 0.00 -5.91 0.00 -1.407 0.000 -1.006 DSR B76 BALOK MAX 0.0000 0.00 -7.98 0.00 1.774 0.000 -6.043 0.6125 0.00 -5.25 0.00 1.774 0.000 -1.910 1.2250 0.00 -2.53 0.00 1.774 0.000 0.392 DSR B76 BALOK MIN 0.0000 0.00 -14.22 0.00 -0.761 0.000 -12.356 0.6125 0.00 -9.84 0.00 -0.761 0.000 -5.169 1.2250 0.00 -5.47 0.00 -0.761 0.000 -0.754 DSR B77 BALOK MAX 0.0000 0.00 -8.39 0.00 1.304 0.000 -6.227 0.6125 0.00 -5.67 0.00 1.304 0.000 -1.840 1.2250 0.00 -2.94 0.00 1.304 0.000 0.810 DSR B77 BALOK MIN 0.0000 0.00 -14.96 0.00 -1.805 0.000 -12.976 0.6125 0.00 -10.58 0.00 -1.805 0.000 -5.321 1.2250 0.00 -6.40 0.00 -1.805 0.000 -0.429 DSR B78 BALOK MAX 0.0000 0.00 -7.81 0.00 1.499 0.000 -5.820 0.6125 0.00 -5.08 0.00 1.499 0.000 -1.791 1.2250 0.00 -2.36 0.00 1.499 0.000 0.409 DSR B78 BALOK MIN 0.0000 0.00 -14.03 0.00 -0.628 0.000 -12.223 0.6125 0.00 -9.65 0.00 -0.628 0.000 -5.195 1.2250 0.00 -5.38 0.00 -0.628 0.000 -0.836 DSR B80 BALOK MAX 0.0000 0.00 -7.83 0.00 1.392 0.000 -5.786 0.6125 0.00 -5.11 0.00 1.392 0.000 -1.743 1.2250 0.00 -2.38 0.00 1.392 0.000 0.470 DSR B80 BALOK MIN 0.0000 0.00 -14.12 0.00 -0.687 0.000 -12.340 0.6125 0.00 -9.74 0.00 -0.687 0.000 -5.242 1.2250 0.00 -5.50 0.00 -0.687 0.000 -0.814 DSR B81 BALOK MAX 0.0000 0.00 -8.06 0.00 1.335 0.000 -5.629 0.6125 0.00 -5.34 0.00 1.335 0.000 -1.444 1.2250 0.00 -2.62 0.00 1.335 0.000 1.006 DSR B81 BALOK MIN 0.0000 0.00 -14.88 0.00 -1.564 0.000 -13.437 0.6125 0.00 -10.54 0.00 -1.564 0.000 -5.648 1.2250 0.00 -6.62 0.00 -1.564 0.000 -0.623 DSR B83 BALOK MAX 0.0000 0.00 -3.06 0.00 0.754 0.000 1.760 0.7500 0.00 0.46 0.00 0.754 0.000 3.904 1.5000 0.00 5.47 0.00 0.754 0.000 1.774 DSR B83 BALOK MIN 0.0000 0.00 -6.15 0.00 -0.392 0.000 -1.648 0.7500 0.00 -1.06 0.00 -0.392 0.000 0.248

Page 76: Hitungan Str Kost Pogung

No.Lembar : 73

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA BALOK

B E A M F O R C E S

STORY BEAM LOAD LOC P V2 V3 T M2 M3

1.5000 0.00 2.53 0.00 -0.392 0.000 -0.761 DSR B85 BALOK MAX 0.0000 0.00 -2.31 0.00 0.429 0.000 1.334 0.7500 0.00 1.31 0.00 0.429 0.000 3.421 1.5000 0.00 6.40 0.00 0.429 0.000 1.304 DSR B85 BALOK MIN 0.0000 0.00 -5.55 0.00 -0.810 0.000 -0.717 0.7500 0.00 -0.57 0.00 -0.810 0.000 0.227 1.5000 0.00 2.94 0.00 -0.810 0.000 -1.805 DSR B88 BALOK MAX 0.0000 0.00 -3.10 0.00 0.836 0.000 1.238 0.7500 0.00 0.42 0.00 0.836 0.000 3.479 1.5000 0.00 5.38 0.00 0.836 0.000 1.499 DSR B88 BALOK MIN 0.0000 0.00 -6.37 0.00 -0.409 0.000 -1.659 0.7500 0.00 -1.28 0.00 -0.409 0.000 0.335 1.5000 0.00 2.36 0.00 -0.409 0.000 -0.628 DSR B93 BALOK MAX 0.0000 0.00 -3.00 0.00 0.814 0.000 1.276 0.7500 0.00 0.51 0.00 0.814 0.000 3.446 1.5000 0.00 5.50 0.00 0.814 0.000 1.392 DSR B93 BALOK MIN 0.0000 0.00 -6.33 0.00 -0.470 0.000 -1.661 0.7500 0.00 -1.24 0.00 -0.470 0.000 0.304 1.5000 0.00 2.38 0.00 -0.470 0.000 -0.687 DSR B95 BALOK MAX 0.0000 0.00 -2.06 0.00 0.623 0.000 1.407 0.7500 0.00 1.53 0.00 0.623 0.000 3.503 1.5000 0.00 6.62 0.00 0.623 0.000 1.335 DSR B95 BALOK MIN 0.0000 0.00 -5.91 0.00 -1.006 0.000 -0.682 0.7500 0.00 -0.90 0.00 -1.006 0.000 0.334 1.5000 0.00 2.62 0.00 -1.006 0.000 -1.564

Page 77: Hitungan Str Kost Pogung

No.Lembar : 74

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- ATP 250 0.1 -31.92 -48.86 315 158 67.1 0.000 2D19 2D19 2P 8-200 B2 x 3.0 44.62 3.48 415 207 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -36.10 50.50 334 167 67.1 0.003 2D19 2D19 2P 8-200 ATP 250 0.2 -50.46 -53.13 470 235 67.1 0.043 2D19 2D19 2P 8-200 B4 x 3.0 45.04 -11.37 419 209 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -60.07 57.48 562 281 67.1 0.111 2D19 2D19 2P 8-200 ATP 250 0.2 -56.84 -53.55 531 265 67.1 0.050 2D19 2D19 2P 8-200 B6 x 3.0 36.40 14.91 337 169 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -67.10 57.66 629 315 67.1 0.113 3D19 2D19 2P 8-200 ATP 250 0.2 -69.29 -72.18 650 325 67.1 0.337 3D19 2D19 2P 8-200 B7 x 3.0 55.03 -13.62 514 257 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -67.01 70.79 628 314 67.1 0.316 3D19 2D19 2P 8-200 ATP 250 0.2 -30.76 -32.64 315 158 67.1 0.000 2D19 2D19 2P 8-200 B8 x 1.5 1.30 -12.76 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.9 -8.55 15.81 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -46.10 -43.15 429 214 67.1 0.000 2D19 2D19 2P 8-200 B10 x 3.0 36.80 15.67 341 170 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -54.05 46.81 504 252 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -48.30 -43.75 450 225 67.1 0.000 2D19 2D19 2P 8-200 B11 x 3.0 32.12 -11.74 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -51.68 44.95 482 241 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -50.01 -44.89 466 233 67.1 0.000 2D19 2D19 2P 8-200 B12 x 3.0 36.18 14.11 335 168 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -51.94 45.25 484 242 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -17.33 -22.01 315 158 67.1 0.000 2D19 2D19 2P 8-200 B13 x 1.5 3.24 -6.94 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.9 -10.23 16.50 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -53.99 -51.34 504 252 67.1 0.016 2D19 2D19 2P 8-200 B15 x 3.0 47.66 19.06 443 222 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -60.65 55.05 567 284 67.1 0.073 2D19 2D19 2P 8-200 ATP 250 0.2 -41.24 -41.93 383 191 67.1 0.000 2D19 2D19 2P 8-200 B16 x 3.0 26.76 16.22 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -69.95 52.08 657 328 67.1 0.027 3D19 2D19 2P 8-200 ATP 250 0.2 -77.85 -75.07 733 367 67.1 0.382 3D19 2D19 2P 8-200 B17 x 3.0 98.64 47.14 937 468 67.1 0.000 2D19 4D19 2P 8-200 400 5.8 -83.15 77.12 785 392 67.1 0.414 3D19 2D19 2P 8-200 ATP 250 0.2 -45.98 -34.97 427 214 67.1 0.000 2D19 2D19 2P 8-200 B18 x 1.5 -6.53 -19.30 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.9 -6.84 5.80 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -50.90 -52.49 474 237 67.1 0.034 2D19 2D19 2P 8-200 B20 x 3.0 42.75 2.44 397 199 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -61.73 57.26 578 289 67.1 0.107 2D19 2D19 2P 8-200 ATP 250 0.2 -40.29 -36.72 374 187 67.1 0.000 2D19 2D19 2P 8-200 B21 x 3.0 28.46 -10.71 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 5.8 -57.49 43.50 537 268 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -66.18 -60.39 620 310 67.1 0.156 3D19 2D19 2P 8-200 B22 x 3.0 74.90 -36.89 704 352 67.1 0.000 2D19 3D19 2P 8-200 400 5.8 -64.72 59.09 606 303 67.1 0.135 3D19 2D19 2P 8-200 ATP 250 0.2 -37.71 -27.91 350 175 67.1 0.000 2D19 2D19 2P 8-200 B23 x 1.5 -4.93 -16.77 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.9 7.25 -5.83 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -33.05 -39.25 315 158 67.1 0.000 2D19 2D19 2P 8-200 B27 x 1.9 14.34 -13.49 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 -13.21 27.54 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -38.68 -35.81 359 179 67.1 0.000 2D19 2D19 2P 8-200 B28 x 3.0 20.48 5.18 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 5.9 -41.06 36.81 381 191 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 14.54 -25.65 315 158 67.1 0.000 2D19 2D19 2P 8-200 B29 x 1.9 14.39 15.35 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 -36.10 41.10 334 167 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -23.22 -31.81 315 158 67.1 0.000 2D19 2D19 2P 8-200 B30 x 1.9 19.48 -13.32 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 20.75 23.82 315 158 67.1 0.000 2D19 2D19 2P 8-200

Page 78: Hitungan Str Kost Pogung

No.Lembar : 75

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- ATP 250 0.2 32.12 -12.73 315 158 67.1 0.000 2D19 2D19 2P 8-200 B32 x 1.9 12.85 24.04 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 -47.22 42.53 439 220 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.1 7.24 -15.08 315 158 67.1 0.000 2D19 2D19 2P 8-200 B34 x 1.2 3.74 12.90 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.2 -19.70 27.84 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -37.15 -38.17 344 172 67.1 0.000 2D19 2D19 2P 8-200 B35 x 1.9 15.47 -19.68 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 27.80 22.22 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 22.71 -47.48 315 158 67.1 0.000 2D19 2D19 2P 8-200 B37 x 1.9 42.54 -14.12 395 198 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 -69.13 69.07 649 324 67.1 0.289 3D19 2D19 2P 8-200 ATP 250 0.1 9.70 -14.14 315 158 67.1 0.000 2D19 2D19 2P 8-200 B39 x 1.2 4.02 15.30 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.2 -22.23 30.24 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -34.59 -35.87 320 160 67.1 0.000 2D19 2D19 2P 8-200 B40 x 1.9 14.03 -17.38 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 22.78 24.87 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 18.52 -51.31 315 158 67.1 0.015 2D19 2D19 2P 8-200 B42 x 1.9 40.64 -16.00 377 189 67.1 0.000 2D19 2D19 2P 8-200 400 3.5 -63.60 66.12 596 298 67.1 0.244 3D19 2D19 2P 8-200 ATP 250 0.1 -12.02 -25.85 315 158 67.1 0.000 2D19 2D19 2P 8-200 B43 x 1.9 14.43 8.65 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.6 -25.22 35.33 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.1 -35.20 -37.18 326 163 67.1 0.000 2D19 2D19 2P 8-200 B44 x 3.0 22.91 3.01 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 6.0 -35.56 37.36 329 165 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.1 -17.40 -27.66 315 158 67.1 0.000 2D19 2D19 2P 8-200 B45 x 1.9 9.05 6.43 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.6 -29.92 33.07 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.0 -20.34 -38.59 315 158 67.1 0.000 2D19 2D19 2P 8-200 B146 x 3.0 -10.40 -35.85 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 6.0 -20.41 38.62 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.0 -21.41 -40.09 354 177 75.5 0.000 2D19 2D19 2P 8-200 B147 x 3.0 -10.88 37.11 354 177 75.5 0.000 2D19 2D19 2P 8-200 450 6.0 -21.41 40.08 354 177 75.5 0.000 2D19 2D19 2P 8-200 LT4 300 0.2 -106.74 -88.02 891 445 90.6 0.276 2D25 2D25 2P10-200 B2 x 3.0 56.80 -24.86 468 234 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -97.64 84.65 813 406 90.6 0.229 2D25 2D25 2P10-200 LT4 300 0.2 -86.93 -72.84 722 361 90.6 0.067 2D25 2D25 2P10-200 B4 x 3.0 56.50 -24.40 465 233 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -102.20 79.42 852 426 90.6 0.158 2D25 2D25 2P10-200 LT4 300 0.2 -107.88 -91.91 900 450 90.6 0.329 2D25 2D25 2P10-200 B6 x 3.0 100.45 -51.89 837 418 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -120.90 95.50 1013 506 90.6 0.378 2D25 2D25 2P10-200 LT4 300 0.2 -112.83 -85.58 943 472 90.6 0.242 2D25 2D25 2P10-200 B7 x 3.0 78.30 -46.05 649 324 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -96.37 78.87 802 401 90.6 0.150 2D25 2D25 2P10-200 LT4 300 0.2 -46.28 -46.04 429 215 80.5 0.000 2D25 2D25 2P10-200 B8 x 1.5 5.07 -29.51 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -38.13 34.03 378 189 80.5 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -50.70 -30.30 425 213 90.6 0.000 2D25 2D25 2P10-200 B9 x 3.0 9.67 16.16 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -72.16 39.45 597 298 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -145.60 -139.88 1228 614 90.6 0.987 3D25 2D25 2P10-100 B10 x 3.0 157.82 84.11 1335 668 90.6 0.222 2D25 3D25 2P10-200 450 5.8 -183.32 153.30 1562 781 90.6 1.171 4D25 2D25 2P10-100 LT4 300 0.2 -172.38 -145.79 1464 732 90.6 1.068 3D25 2D25 2P10-100 B11 x 3.0 147.57 -77.07 1245 623 90.6 0.126 2D25 3D25 2P10-200 450 5.8 -167.60 144.37 1422 711 90.6 1.049 3D25 2D25 2P10-100 LT4 300 0.2 -166.85 -139.04 1415 708 90.6 0.976 3D25 2D25 2P10-100 B12 x 3.0 135.48 60.36 1139 570 90.6 0.000 2D25 3D25 2P10-200 450 5.8 -139.36 128.64 1173 587 90.6 0.833 3D25 2D25 2P10-100

Page 79: Hitungan Str Kost Pogung

No.Lembar : 76

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT4 300 0.2 -67.41 -68.39 629 315 80.5 0.124 2D25 2D25 2P10-200 B13 x 1.5 5.13 -38.67 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -36.84 38.05 378 189 80.5 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -52.14 -30.88 429 215 90.6 0.000 2D25 2D25 2P10-200 B14 x 3.0 10.58 16.03 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -70.86 39.32 586 293 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -147.11 -141.35 1241 621 90.6 1.007 3D25 2D25 2P10-100 B15 x 3.0 163.46 36.52 1385 693 90.6 0.000 2D25 3D25 2P10-200 450 5.8 -203.46 178.85 1744 872 90.6 1.522 4D25 2D25 2P10-100 LT4 300 0.2 -179.16 -151.24 1525 762 90.6 1.143 4D25 2D25 2P10-100 B16 x 3.0 153.93 -81.78 1301 650 90.6 0.190 2D25 3D25 2P10-200 450 5.8 -153.21 142.00 1295 647 90.6 1.016 3D25 2D25 2P10-100 LT4 300 0.2 -146.77 -113.41 1238 619 90.6 0.624 3D25 2D25 2P10-200 B17 x 3.0 72.13 29.80 597 298 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -108.14 101.95 903 451 90.6 0.467 2D25 2D25 2P10-200 LT4 300 0.2 -98.80 -84.44 823 411 90.6 0.227 2D25 2D25 2P10-200 B20 x 3.0 81.15 -36.00 673 336 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -115.07 83.67 962 481 90.6 0.216 2D25 2D25 2P10-200 LT4 300 0.2 -111.35 -85.03 930 465 90.6 0.235 2D25 2D25 2P10-200 B21 x 3.0 88.57 -51.81 736 368 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -99.50 80.32 829 414 90.6 0.170 2D25 2D25 2P10-200 LT4 300 0.2 -102.91 -78.35 858 429 90.6 0.143 2D25 2D25 2P10-200 B22 x 3.0 39.08 23.64 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -84.83 72.01 704 352 90.6 0.056 2D25 2D25 2P10-200 LT4 300 0.2 -37.05 -42.38 378 189 80.5 0.000 2D25 2D25 2P10-200 B23 x 1.5 9.81 -26.60 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -41.41 38.64 383 192 80.5 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -68.99 -58.71 570 285 90.6 0.000 2D25 2D25 2P10-200 B25 x 3.0 72.83 -32.94 602 301 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -68.41 58.51 565 283 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -64.92 -54.72 536 268 90.6 0.000 2D25 2D25 2P10-200 B27 x 1.9 6.76 -24.04 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -54.91 51.39 452 226 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -133.71 -124.29 1124 562 90.6 0.773 3D25 2D25 2P10-200 B28 x 3.0 113.97 0.99 953 476 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -133.55 123.94 1122 561 90.6 0.768 3D25 2D25 2P10-200 LT4 300 0.2 -54.77 -50.98 451 225 90.6 0.000 2D25 2D25 2P10-200 B29 x 1.9 6.21 24.39 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -66.10 55.07 546 273 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -87.25 -67.56 724 362 90.6 0.000 2D25 2D25 2P10-200 B30 x 1.9 -0.55 -25.75 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -66.06 57.79 545 273 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -137.71 -136.67 1159 579 90.6 0.943 3D25 2D25 2P10-100 B31 x 3.0 109.08 8.43 911 455 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -132.66 125.67 1115 557 90.6 0.792 3D25 2D25 2P10-100 LT4 300 0.2 -61.36 -52.14 506 253 90.6 0.000 2D25 2D25 2P10-200 B32 x 1.9 1.56 -22.21 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -64.78 50.98 535 267 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.3 -65.70 -71.57 613 306 80.5 0.173 2D25 2D25 2P10-200 B34 x 1.3 8.45 -50.06 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.2 -34.94 53.74 378 189 80.5 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -59.18 -58.63 488 244 90.6 0.000 2D25 2D25 2P10-200 B35 x 1.9 9.21 26.75 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -76.08 68.56 630 315 90.6 0.009 2D25 2D25 2P10-200 LT4 300 0.2 -137.80 -135.55 1160 580 90.6 0.928 3D25 2D25 2P10-100 B36 x 3.0 105.59 6.54 881 440 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -127.75 123.52 1072 536 90.6 0.763 3D25 2D25 2P10-200 LT4 300 0.2 -69.53 -56.44 575 287 90.6 0.000 2D25 2D25 2P10-200 B37 x 1.9 0.87 -25.76 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -59.74 47.19 492 246 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.3 -61.36 -77.49 572 286 80.5 0.264 2D25 2D25 2P10-200 B39 x 1.3 23.19 -36.14 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.2 -44.24 65.06 410 205 80.5 0.072 2D25 2D25 2P10-200

Page 80: Hitungan Str Kost Pogung

No.Lembar : 77

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT4 300 0.2 -56.61 -58.44 466 233 90.6 0.000 2D25 2D25 2P10-200 B40 x 1.9 11.60 26.55 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -73.53 68.36 608 304 90.6 0.006 2D25 2D25 2P10-200 LT4 300 0.2 -129.26 -124.88 1085 543 90.6 0.781 3D25 2D25 2P10-200 B41 x 3.0 92.62 6.27 770 385 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -119.47 113.43 1000 500 90.6 0.624 2D25 2D25 2P10-200 LT4 300 0.2 -66.51 -56.28 549 275 90.6 0.000 2D25 2D25 2P10-200 B42 x 1.9 3.22 -25.60 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -57.40 47.51 473 236 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -59.08 -49.69 487 243 90.6 0.000 2D25 2D25 2P10-200 B43 x 1.9 5.21 -18.67 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -50.50 47.40 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -87.63 -79.49 728 364 90.6 0.159 2D25 2D25 2P10-200 B44 x 3.0 59.54 -9.43 491 245 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -88.84 80.15 738 369 90.6 0.168 2D25 2D25 2P10-200 LT4 300 0.2 -51.32 -48.91 425 213 90.6 0.000 2D25 2D25 2P10-200 B45 x 1.9 6.92 -17.90 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -55.38 47.86 456 228 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.0 -20.98 -22.93 425 213 90.6 0.000 2D25 2D25 2P10-200 B139 x 3.0 18.28 -1.46 425 213 90.6 0.000 2D25 2D25 2P10-200 450 6.0 -19.66 22.49 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.0 -0.09 22.93 425 213 90.6 0.000 2D25 2D25 2P10-200 B140 x 0.8 -9.86 28.05 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.6 -46.26 34.91 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.0 0.09 22.49 425 213 90.6 0.000 2D25 2D25 2P10-200 B141 x 0.8 -10.37 30.05 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.6 -49.45 39.34 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -53.91 -31.47 444 222 90.6 0.000 2D25 2D25 2P10-200 B1 x 3.0 12.07 15.56 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -54.75 31.77 451 225 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -140.28 -113.95 1181 591 90.6 0.631 3D25 2D25 2P10-200 B2 x 3.0 103.28 47.54 861 431 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -138.09 112.62 1162 581 90.6 0.613 3D25 2D25 2P10-200 LT3 300 0.2 -106.30 -78.88 887 443 90.6 0.150 2D25 2D25 2P10-200 B4 x 3.0 58.34 -30.83 481 240 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -105.20 79.34 878 439 90.6 0.157 2D25 2D25 2P10-200 LT3 300 0.2 -125.51 -104.78 1053 526 90.6 0.506 3D25 2D25 2P10-200 B6 x 3.0 116.08 -58.56 971 486 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -131.13 105.86 1101 551 90.6 0.520 3D25 2D25 2P10-200 LT3 300 0.2 -114.15 -88.01 954 477 90.6 0.276 2D25 2D25 2P10-200 B7 x 3.0 82.02 -43.66 680 340 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -105.09 83.32 877 438 90.6 0.211 2D25 2D25 2P10-200 LT3 300 0.2 -65.50 -62.22 611 306 80.5 0.028 2D25 2D25 2P10-200 B8 x 1.5 5.36 -45.28 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -58.94 53.79 549 274 80.5 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -109.33 -78.84 913 456 90.6 0.150 2D25 2D25 2P10-200 B9 x 3.0 51.81 -25.17 426 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -106.29 82.92 887 443 90.6 0.206 2D25 2D25 2P10-200 LT3 300 0.2 -174.01 -164.24 1479 739 90.6 1.321 3D25 2D25 2P10-100 B10 x 3.0 179.75 -9.15 1530 765 90.6 0.000 2D25 4D25 2P10-200 450 5.8 -181.15 166.69 1543 771 90.6 1.355 4D25 2D25 2P10-100 LT3 300 0.2 -177.34 -163.22 1509 754 90.6 1.307 3D25 2D25 2P10-100 B11 x 3.0 173.58 -92.35 1475 738 90.6 0.335 2D25 3D25 2P10-200 450 5.8 -172.66 161.40 1467 733 90.6 1.282 3D25 2D25 2P10-100 LT3 300 0.2 -164.81 -149.09 1397 699 90.6 1.113 3D25 2D25 2P10-100 B12 x 3.0 150.34 71.12 1269 635 90.6 0.044 2D25 3D25 2P10-200 450 5.8 -155.14 141.99 1312 656 90.6 1.016 3D25 2D25 2P10-100 LT3 300 0.2 -77.68 -79.56 728 364 80.5 0.296 2D25 2D25 2P10-200 B13 x 1.5 7.61 -49.57 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -62.64 64.01 584 292 80.5 0.056 2D25 2D25 2P10-200 LT3 300 0.3 -111.74 -79.71 934 467 90.6 0.162 2D25 2D25 2P10-200 B14 x 3.0 52.12 -26.04 429 214 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -107.82 83.52 900 450 90.6 0.214 2D25 2D25 2P10-200

Page 81: Hitungan Str Kost Pogung

No.Lembar : 78

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT3 300 0.2 -171.17 -161.05 1454 727 90.6 1.277 3D25 2D25 2P10-100 B15 x 3.0 173.73 -90.18 1476 738 90.6 0.305 2D25 3D25 2P10-200 450 5.8 -186.67 182.37 1592 796 90.6 1.570 4D25 2D25 2P10-100 LT3 300 0.2 -187.87 -174.68 1603 801 90.6 1.464 4D25 2D25 2P10-100 B16 x 3.0 183.31 8.57 1562 781 90.6 0.000 2D25 4D25 2P10-200 450 5.8 -173.94 169.65 1478 739 90.6 1.395 3D25 2D25 2P10-100 LT3 300 0.2 -129.31 -110.75 1086 543 90.6 0.588 3D25 2D25 2P10-200 B17 x 3.0 77.78 39.16 644 322 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -123.18 106.45 1032 516 90.6 0.529 3D25 2D25 2P10-200 LT3 300 0.2 -77.83 -85.54 729 365 80.5 0.388 2D25 2D25 2P10-200 B18 x 1.5 14.67 -49.76 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -68.25 74.05 637 319 80.5 0.211 2D25 2D25 2P10-200 LT3 300 0.2 -106.25 -68.80 887 443 90.6 0.012 2D25 2D25 2P10-200 B20 x 3.0 67.62 51.40 559 279 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -98.98 59.31 824 412 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -112.64 -94.97 941 471 90.6 0.371 2D25 2D25 2P10-200 B21 x 3.0 105.48 -54.78 880 440 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -113.68 94.18 950 475 90.6 0.360 2D25 2D25 2P10-200 LT3 300 0.2 -108.55 -82.19 906 453 90.6 0.196 2D25 2D25 2P10-200 B22 x 3.0 47.73 32.56 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -102.52 80.33 855 427 90.6 0.170 2D25 2D25 2P10-200 LT3 300 0.2 -67.29 -63.21 628 314 80.5 0.044 2D25 2D25 2P10-200 B23 x 1.5 5.24 -47.05 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.8 -64.26 56.76 599 300 80.5 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -158.18 -155.82 1338 669 90.6 1.206 3D25 2D25 2P10-100 B25 x 3.0 186.25 88.05 1588 794 90.6 0.276 2D25 4D25 2P10-200 450 5.9 -156.42 155.34 1323 661 90.6 1.199 3D25 2D25 2P10-100 LT3 300 0.3 -93.18 -75.96 775 387 90.6 0.110 2D25 2D25 2P10-200 B27 x 1.9 10.81 -45.76 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -63.60 59.83 525 262 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -166.89 -169.50 1416 708 90.6 1.393 3D25 2D25 2P10-100 B28 x 3.0 171.24 -1.65 1454 727 90.6 0.000 2D25 3D25 2P10-200 450 5.8 -165.89 169.19 1407 703 90.6 1.389 3D25 2D25 2P10-100 LT3 300 0.3 -66.53 -61.73 549 275 90.6 0.000 2D25 2D25 2P10-200 B29 x 1.9 10.94 43.86 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -90.05 74.07 748 374 90.6 0.084 2D25 2D25 2P10-200 LT3 300 0.3 -99.93 -86.68 832 416 90.6 0.257 2D25 2D25 2P10-200 B30 x 1.9 13.27 -45.23 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -64.42 66.55 532 266 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -139.84 -143.72 1177 589 90.6 1.040 3D25 2D25 2P10-100 B31 x 3.0 105.32 -14.29 879 439 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -134.00 130.40 1126 563 90.6 0.857 3D25 2D25 2P10-100 LT3 300 0.3 -60.17 -58.42 496 248 90.6 0.000 2D25 2D25 2P10-200 B32 x 1.9 12.48 42.11 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -85.89 72.31 713 356 90.6 0.060 2D25 2D25 2P10-200 LT3 300 0.3 -93.00 -63.14 773 387 90.6 0.000 2D25 2D25 2P10-200 B33 x 3.0 43.95 -16.13 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.7 -75.67 56.33 626 313 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -65.82 -79.85 614 307 80.5 0.301 2D25 2D25 2P10-200 B34 x 1.2 5.63 59.53 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.2 -60.84 79.43 567 283 80.5 0.294 2D25 2D25 2P10-200 LT3 300 0.3 -88.75 -83.31 737 369 90.6 0.211 2D25 2D25 2P10-200 B35 x 1.9 16.70 -41.87 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -69.14 70.22 571 286 90.6 0.032 2D25 2D25 2P10-200 LT3 300 0.3 -136.49 -141.47 1148 574 90.6 1.009 3D25 2D25 2P10-100 B36 x 3.0 103.12 -13.32 860 430 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -131.85 129.54 1108 554 90.6 0.845 3D25 2D25 2P10-100 LT3 300 0.3 -63.58 -60.26 525 262 90.6 0.000 2D25 2D25 2P10-200 B37 x 1.9 11.92 38.19 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -80.17 68.39 664 332 90.6 0.006 2D25 2D25 2P10-200 LT3 300 0.3 -89.03 -61.78 740 370 90.6 0.000 2D25 2D25 2P10-200 B38 x 3.0 43.78 -14.83 425 213 90.6 0.000 2D25 2D25 2P10-200 450 5.7 -75.83 56.34 628 314 90.6 0.000 2D25 2D25 2P10-200

Page 82: Hitungan Str Kost Pogung

No.Lembar : 79

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT3 300 0.3 -59.27 -79.40 552 276 80.5 0.294 2D25 2D25 2P10-200 B39 x 1.2 24.26 60.11 378 189 80.5 0.000 2D25 2D25 2P10-200 400 2.2 -65.11 85.10 607 304 80.5 0.382 2D25 2D25 2P10-200 LT3 300 0.3 -82.17 -79.39 681 341 90.6 0.157 2D25 2D25 2P10-200 B40 x 1.9 16.79 -37.94 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -70.70 71.41 584 292 90.6 0.048 2D25 2D25 2P10-200 LT3 300 0.3 -129.75 -132.39 1089 545 90.6 0.884 3D25 2D25 2P10-100 B41 x 3.0 93.76 -14.07 780 390 90.6 0.000 2D25 2D25 2P10-200 450 5.8 -125.52 121.19 1053 526 90.6 0.731 3D25 2D25 2P10-200 LT3 300 0.3 -63.95 -60.72 528 264 90.6 0.000 2D25 2D25 2P10-200 B42 x 1.9 11.79 35.36 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -75.11 65.57 622 311 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -68.52 -59.72 566 283 90.6 0.000 2D25 2D25 2P10-200 B43 x 1.9 12.66 -28.51 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -56.32 55.02 464 232 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -95.11 -82.25 791 396 90.6 0.197 2D25 2D25 2P10-200 B44 x 3.0 59.72 -12.96 492 246 90.6 0.000 2D25 2D25 2P10-200 450 5.9 -94.79 82.28 789 394 90.6 0.197 2D25 2D25 2P10-200 LT3 300 0.2 -56.58 -55.29 466 233 90.6 0.000 2D25 2D25 2P10-200 B45 x 1.9 12.49 27.40 425 213 90.6 0.000 2D25 2D25 2P10-200 450 3.5 -67.10 58.62 554 277 90.6 0.000 2D25 2D25 2P10-200 LT2 300 0.2 -167.10 -119.84 1265 632 100.6 0.548 3D25 2D25 2P 8-100 B1 x 3.0 108.62 -73.49 812 406 100.6 0.000 2D25 2D25 2P 8-200 500 5.8 -167.85 120.16 1271 635 100.6 0.552 3D25 2D25 2P 8-100 LT2 300 0.2 -217.07 -170.13 1661 831 100.6 1.169 4D25 2D25 2P10-100 B2 x 3.0 157.66 92.48 1191 595 100.6 0.210 2D25 3D25 2P10-200 500 5.8 -217.06 170.12 1661 831 100.6 1.169 4D25 2D25 2P10-100 LT2 300 0.2 -138.91 -92.39 1045 522 100.6 0.209 3D25 2D25 2P10-200 B4 x 3.0 56.07 -43.14 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -135.39 93.23 1018 509 100.6 0.219 2D25 2D25 2P10-200 LT2 300 0.2 -152.76 -108.43 1152 576 100.6 0.407 3D25 2D25 2P10-200 B6 x 3.0 115.20 -69.51 862 431 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -161.96 108.65 1224 612 100.6 0.410 3D25 2D25 2P10-200 LT2 300 0.2 -142.80 -94.41 1075 538 100.6 0.234 3D25 2D25 2P10-200 B7 x 3.0 72.38 -55.48 537 268 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -133.98 91.81 1007 503 100.6 0.202 2D25 2D25 2P10-200 LT2 300 0.2 -98.92 -86.55 933 467 80.5 0.404 2D25 2D25 2P10-200 B8 x 1.5 4.68 -67.36 378 189 80.5 0.108 2D25 2D25 2P10-200 400 2.8 -83.70 75.66 786 393 80.5 0.236 2D25 2D25 2P10-200 LT2 300 0.3 -138.85 -90.47 1044 522 100.6 0.185 3D25 2D25 2P10-200 B9 x 3.0 58.92 -35.61 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -140.72 98.22 1059 529 100.6 0.281 3D25 2D25 2P10-200 LT2 300 0.2 -210.10 -161.19 1605 803 100.6 1.058 4D25 2D25 2P10-100 B10 x 3.0 165.28 -97.73 1250 625 100.6 0.275 2D25 3D25 2P10-200 500 5.8 -219.70 164.62 1682 841 100.6 1.101 4D25 2D25 2P10-100 LT2 300 0.2 -213.22 -158.99 1630 815 100.6 1.031 4D25 2D25 2P10-100 B11 x 3.0 154.90 -95.53 1169 585 100.6 0.248 2D25 3D25 2P10-200 500 5.8 -211.47 158.92 1616 808 100.6 1.030 4D25 2D25 2P10-100 LT2 300 0.2 -198.99 -148.44 1517 758 100.6 0.901 4D25 2D25 2P10-100 B12 x 3.0 143.70 80.48 1082 541 100.6 0.062 2D25 3D25 2P10-200 500 5.8 -185.48 143.94 1409 705 100.6 0.845 3D25 2D25 2P10-100 LT2 300 0.2 -111.07 -103.93 1052 526 80.5 0.672 3D25 2D25 2P10-200 B13 x 1.5 5.24 -73.38 378 189 80.5 0.201 2D25 2D25 2P10-200 400 2.8 -81.86 78.94 768 384 80.5 0.287 2D25 2D25 2P10-200 LT2 300 0.3 -142.48 -91.87 1073 536 100.6 0.203 3D25 2D25 2P10-200 B14 x 3.0 60.17 -37.02 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -141.00 98.52 1061 531 100.6 0.285 3D25 2D25 2P10-200 LT2 300 0.2 -208.82 -158.71 1595 798 100.6 1.028 4D25 2D25 2P10-100 B15 x 3.0 161.51 -95.26 1221 610 100.6 0.244 2D25 3D25 2P10-200 500 5.8 -222.78 173.52 1707 854 100.6 1.211 4D25 2D25 2P10-100 LT2 300 0.2 -221.88 -164.84 1700 850 100.6 1.103 4D25 2D25 2P10-100 B16 x 3.0 162.39 -101.39 1228 614 100.6 0.320 2D25 3D25 2P10-200 500 5.8 -208.88 160.24 1596 798 100.6 1.047 4D25 2D25 2P10-100

Page 83: Hitungan Str Kost Pogung

No.Lembar : 80

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT2 300 0.2 -164.19 -118.04 1242 621 100.6 0.526 3D25 2D25 2P10-200 B17 x 3.0 78.34 48.24 582 291 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -148.92 115.58 1123 561 100.6 0.495 3D25 2D25 2P10-200 LT2 300 0.2 -105.46 -102.68 997 499 80.5 0.653 2D25 2D25 2P10-200 B18 x 1.5 10.61 -72.13 378 189 80.5 0.181 2D25 2D25 2P10-200 400 2.8 -85.84 87.65 806 403 80.5 0.421 2D25 2D25 2P10-200 LT2 300 0.2 -155.55 -105.88 1174 587 100.6 0.375 3D25 2D25 2P10-200 B20 x 3.0 80.82 64.62 601 300 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -151.48 98.71 1143 571 100.6 0.287 3D25 2D25 2P10-200 LT2 300 0.2 -154.04 -102.03 1163 581 100.6 0.328 3D25 2D25 2P10-200 B21 x 3.0 95.53 -67.96 712 356 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -145.40 98.80 1095 548 100.6 0.288 3D25 2D25 2P10-200 LT2 300 0.2 -138.81 -93.20 1044 522 100.6 0.219 3D25 2D25 2P10-200 B22 x 3.0 58.97 41.15 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -127.60 89.55 957 479 100.6 0.174 2D25 2D25 2P10-200 LT2 300 0.2 -96.25 -85.65 907 454 80.5 0.390 2D25 2D25 2P10-200 B23 x 1.5 6.26 -68.94 378 189 80.5 0.132 2D25 2D25 2P10-200 400 2.8 -83.99 76.57 788 394 80.5 0.250 2D25 2D25 2P10-200 LT2 300 0.2 -202.01 -153.73 1541 770 100.6 0.966 4D25 2D25 2P10-100 B25 x 3.0 179.04 89.43 1359 679 100.6 0.172 2D25 3D25 2P10-200 500 5.9 -199.83 152.92 1523 762 100.6 0.956 4D25 2D25 2P10-100 LT2 300 0.3 -126.84 -96.13 952 476 100.6 0.255 2D25 2D25 2P10-200 B27 x 1.9 10.22 -65.23 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -100.26 83.25 748 374 100.6 0.096 2D25 2D25 2P10-200 LT2 300 0.3 -199.06 -162.39 1517 759 100.6 1.073 4D25 2D25 2P10-100 B28 x 3.0 163.09 64.05 1233 617 100.6 0.000 2D25 3D25 2P10-200 500 5.8 -198.20 162.19 1510 755 100.6 1.071 3D25 2D25 2P10-100 LT2 300 0.3 -102.18 -84.16 763 381 100.6 0.107 2D25 2D25 2P10-200 B29 x 1.9 9.76 64.29 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -125.78 95.19 943 472 100.6 0.243 2D25 2D25 2P10-200 LT2 300 0.3 -133.66 -105.45 1004 502 100.6 0.370 2D25 2D25 2P10-200 B30 x 1.9 10.86 -63.31 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -103.29 89.91 771 386 100.6 0.178 2D25 2D25 2P10-200 LT2 300 0.3 -175.03 -143.48 1327 663 100.6 0.840 3D25 2D25 2P10-100 B31 x 3.0 105.89 20.70 791 395 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -167.21 133.45 1265 633 100.6 0.716 3D25 2D25 2P10-200 LT2 300 0.3 -91.16 -64.76 679 339 100.6 0.000 2D25 2D25 2P10-200 B32 x 1.9 2.44 62.75 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -118.85 79.25 890 445 100.6 0.047 2D25 2D25 2P10-200 LT2 300 0.3 -147.74 -107.35 1113 557 100.6 0.394 3D25 2D25 2P10-200 B33 x 3.0 58.73 -30.51 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.7 -125.96 101.48 945 472 100.6 0.321 2D25 2D25 2P10-200 LT2 300 0.3 -106.98 -119.33 1012 506 80.5 0.910 2D25 2D25 2P10-100 B34 x 1.2 1.31 -97.94 378 189 80.5 0.580 2D25 2D25 2P10-200 400 2.2 -96.72 112.85 912 456 80.5 0.810 2D25 2D25 2P10-100 LT2 300 0.3 -118.88 -101.27 890 445 100.6 0.319 2D25 2D25 2P10-200 B35 x 1.9 15.61 -59.13 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -106.68 92.54 797 398 100.6 0.211 2D25 2D25 2P10-200 LT2 300 0.3 -170.94 -141.11 1295 647 100.6 0.810 3D25 2D25 2P10-100 B36 x 3.0 103.20 19.51 770 385 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -165.58 132.19 1253 626 100.6 0.700 3D25 2D25 2P10-200 LT2 300 0.3 -98.08 -80.58 731 366 100.6 0.063 2D25 2D25 2P10-200 B37 x 1.9 8.14 59.40 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -119.34 90.30 894 447 100.6 0.183 2D25 2D25 2P10-200 LT2 300 0.3 -142.98 -105.70 1076 538 100.6 0.373 3D25 2D25 2P10-200 B38 x 3.0 58.83 -28.86 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.7 -126.71 101.75 951 475 100.6 0.324 2D25 2D25 2P10-200 LT2 300 0.3 -97.94 -109.82 924 462 80.5 0.763 2D25 2D25 2P10-200 B39 x 1.2 1.29 96.13 378 189 80.5 0.552 2D25 2D25 2P10-200 400 2.2 -101.18 117.52 955 478 80.5 0.882 2D25 2D25 2P10-100 LT2 300 0.3 -111.20 -97.14 831 416 100.6 0.268 2D25 2D25 2P10-200 B40 x 1.9 16.75 -54.99 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -106.84 93.33 798 399 100.6 0.221 2D25 2D25 2P10-200

Page 84: Hitungan Str Kost Pogung

No.Lembar : 81

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT2 300 0.3 -162.84 -133.84 1231 616 100.6 0.721 3D25 2D25 2P10-200 B41 x 3.0 95.65 18.92 713 356 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -158.89 125.66 1200 600 100.6 0.620 3D25 2D25 2P10-200 LT2 300 0.3 -96.22 -80.24 717 359 100.6 0.059 2D25 2D25 2P10-200 B42 x 1.9 9.44 56.79 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -113.59 87.68 850 425 100.6 0.151 2D25 2D25 2P10-200 LT2 300 0.2 -105.29 -75.37 786 393 100.6 0.000 2D25 2D25 2P10-200 B43 x 1.9 3.56 -43.43 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -77.24 62.82 573 287 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.2 -110.03 -88.19 823 411 100.6 0.157 2D25 2D25 2P10-200 B44 x 3.0 63.03 -16.69 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.9 -114.96 90.11 860 430 100.6 0.181 2D25 2D25 2P10-200 LT2 300 0.2 -78.46 -67.36 583 291 100.6 0.000 2D25 2D25 2P10-200 B45 x 1.9 9.95 39.54 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -94.47 71.48 704 352 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.2 -148.65 -93.45 1120 560 100.6 0.222 3D25 2D25 2P10-200 B1 x 3.0 79.90 18.05 594 297 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -150.23 94.00 1133 566 100.6 0.229 3D25 2D25 2P10-200 LT1 300 0.2 -177.84 -133.12 1349 675 100.6 0.712 3D25 2D25 2P10-200 B2 x 3.0 123.65 -67.92 927 464 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -177.41 132.66 1346 673 100.6 0.706 3D25 2D25 2P10-200 LT1 300 0.3 -153.10 -95.70 1155 578 100.6 0.250 3D25 2D25 2P10-200 B3 x 3.0 57.08 48.91 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -147.79 96.01 1114 557 100.6 0.254 3D25 2D25 2P10-200 LT1 300 0.2 -146.04 -90.62 1100 550 100.6 0.187 3D25 2D25 2P10-200 B4 x 3.0 48.43 -43.53 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -137.20 86.57 1032 516 100.6 0.137 3D25 2D25 2P10-200 LT1 300 0.2 -141.63 -89.61 1066 533 100.6 0.175 3D25 2D25 2P10-200 B6 x 3.0 52.20 -42.51 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -139.61 89.12 1050 525 100.6 0.169 3D25 2D25 2P10-200 LT1 300 0.2 -125.99 -70.43 945 473 100.6 0.000 2D25 2D25 2P10-200 B7 x 3.0 30.48 -37.70 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -119.08 68.22 892 446 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.2 -122.95 -101.31 1170 585 80.5 0.632 3D25 2D25 2P10-200 B8 x 1.5 6.21 -89.13 378 189 80.5 0.444 2D25 2D25 2P10-200 400 2.8 -114.20 98.51 1083 542 80.5 0.589 3D25 2D25 2P10-200 LT1 300 0.3 -210.90 -141.43 1612 806 100.6 0.814 4D25 2D25 2P10-100 B9 x 3.0 131.41 -6.29 987 493 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -196.51 136.41 1497 748 100.6 0.752 3D25 2D25 2P10-200 LT1 300 0.2 -188.35 -120.51 1432 716 100.6 0.556 3D25 2D25 2P10-200 B10 x 3.0 112.65 76.91 843 421 100.6 0.018 2D25 2D25 2P10-200 500 5.8 -180.91 117.68 1373 687 100.6 0.521 3D25 2D25 2P10-200 LT1 300 0.2 -192.80 -125.59 1467 734 100.6 0.619 3D25 2D25 2P10-200 B11 x 3.0 119.97 -11.26 899 449 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -184.95 120.13 1405 703 100.6 0.551 3D25 2D25 2P10-200 LT1 300 0.2 138.71 -111.00 1327 663 80.5 0.781 2D25 3D25 2P10-200 B13 x 1.5 23.17 101.78 378 189 80.5 0.639 2D25 2D25 2P10-200 400 2.8 -123.08 121.46 1171 585 80.5 0.943 3D25 2D25 2P10-100 LT1 300 0.3 -210.16 -141.18 1606 803 100.6 0.811 4D25 2D25 2P10-100 B14 x 3.0 130.62 -93.10 981 490 100.6 0.218 2D25 2D25 2P10-200 500 5.8 -199.86 137.13 1524 762 100.6 0.761 4D25 2D25 2P10-200 LT1 300 0.2 -203.60 -142.15 1553 777 100.6 0.823 4D25 2D25 2P10-100 B15 x 3.0 122.65 -11.32 919 460 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -200.42 149.36 1528 764 100.6 0.912 4D25 2D25 2P10-100 LT1 300 0.2 -205.20 -143.77 1566 783 100.6 0.843 4D25 2D25 2P10-100 B16 x 3.0 125.95 75.78 945 472 100.6 0.004 2D25 2D25 2P10-200 500 5.8 -199.28 141.52 1519 760 100.6 0.815 4D25 2D25 2P10-100 LT1 300 0.2 -153.54 -107.15 1159 579 100.6 0.391 3D25 2D25 2P10-200 B17 x 3.0 46.49 -35.52 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -147.12 108.42 1109 554 100.6 0.407 3D25 2D25 2P10-200 LT1 300 0.2 -130.76 -111.42 1247 624 80.5 0.788 3D25 2D25 2P10-100 B18 x 1.5 5.72 -91.28 378 189 80.5 0.477 2D25 2D25 2P10-200 400 2.8 -114.07 100.90 1082 541 80.5 0.625 3D25 2D25 2P10-200

Page 85: Hitungan Str Kost Pogung

No.Lembar : 82

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT1 300 0.2 -140.16 -88.36 1055 527 100.6 0.159 3D25 2D25 2P10-200 B19 x 3.0 54.15 45.55 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -142.32 90.38 1071 536 100.6 0.184 3D25 2D25 2P10-200 LT1 300 0.2 -171.41 -118.16 1298 649 100.6 0.527 3D25 2D25 2P10-200 B20 x 3.0 80.94 57.75 601 301 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -155.19 103.40 1171 586 100.6 0.345 3D25 2D25 2P10-200 LT1 300 0.2 -139.98 -80.92 1053 527 100.6 0.067 3D25 2D25 2P10-200 B21 x 3.0 43.08 -44.41 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -133.54 78.62 1003 502 100.6 0.039 2D25 2D25 2P10-200 LT1 300 0.2 -146.78 -96.71 1106 553 100.6 0.262 3D25 2D25 2P10-200 B22 x 3.0 67.60 -32.03 501 250 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -144.03 96.58 1085 542 100.6 0.261 3D25 2D25 2P10-200 LT1 300 0.2 -125.97 -106.49 1200 600 80.5 0.712 3D25 2D25 2P10-200 B23 x 1.5 6.23 -89.23 378 189 80.5 0.445 2D25 2D25 2P10-200 400 2.8 -107.44 95.55 1017 508 80.5 0.543 2D25 2D25 2P10-200 LT1 300 0.2 -107.33 -83.73 802 401 100.6 0.102 2D25 2D25 2P10-200 B24 x 1.9 10.09 -55.26 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -80.06 64.27 595 297 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.2 -101.51 -72.39 758 379 100.6 0.000 2D25 2D25 2P10-200 B25 x 3.0 43.31 19.18 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.9 -101.32 72.50 756 378 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.2 -87.59 -72.94 652 326 100.6 0.000 2D25 2D25 2P10-200 B26 x 1.8 12.51 57.15 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -106.27 85.70 794 397 100.6 0.126 2D25 2D25 2P10-200 LT1 300 0.3 -133.56 -106.09 1003 502 100.6 0.378 2D25 2D25 2P10-200 B27 x 1.9 14.65 -73.76 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 95.09 81.38 709 354 100.6 0.073 2D25 2D25 2P10-200 LT1 300 0.3 -123.15 -89.42 923 462 100.6 0.172 2D25 2D25 2P10-200 B28 x 3.0 54.35 25.32 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -123.65 89.61 927 464 100.6 0.175 2D25 2D25 2P10-200 LT1 300 0.3 94.02 -83.04 701 350 100.6 0.093 2D25 2D25 2P10-200 B29 x 1.9 15.90 72.18 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -130.13 104.51 977 488 100.6 0.359 2D25 2D25 2P10-200 LT1 300 0.3 -128.88 -100.09 967 484 100.6 0.304 2D25 2D25 2P10-200 B30 x 1.9 13.72 -72.41 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -100.70 84.58 751 376 100.6 0.113 2D25 2D25 2P10-200 LT1 300 0.3 -120.54 -82.54 903 452 100.6 0.087 2D25 2D25 2P10-200 B31 x 3.0 49.53 26.80 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -121.42 82.86 910 455 100.6 0.091 2D25 2D25 2P10-200 LT1 300 0.3 98.85 -85.04 737 369 100.6 0.118 2D25 2D25 2P10-200 B32 x 1.9 13.21 74.28 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -131.40 104.28 987 493 100.6 0.356 2D25 2D25 2P10-200 LT1 300 0.3 -110.31 -67.00 825 412 100.6 0.000 2D25 2D25 2P10-200 B33 x 3.0 32.91 -27.31 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.7 -97.05 64.59 724 362 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -111.03 -139.86 1052 526 80.5 1.227 3D25 2D25 2P10-100 B34 x 1.2 36.42 118.43 378 189 80.5 0.896 2D25 2D25 2P10-100 400 2.1 -113.37 136.02 1075 537 80.5 1.167 3D25 2D25 2P10-100 LT1 300 0.3 -116.80 -91.12 874 437 100.6 0.193 2D25 2D25 2P10-200 B35 x 1.9 10.27 -70.42 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -104.42 79.70 780 390 100.6 0.052 2D25 2D25 2P10-200 LT1 300 0.3 -138.75 -97.55 1044 522 100.6 0.273 3D25 2D25 2P10-200 B36 x 3.0 70.45 -23.34 522 261 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -138.56 98.04 1042 521 100.6 0.279 3D25 2D25 2P10-200 LT1 300 0.3 -106.37 -91.47 795 397 100.6 0.198 2D25 2D25 2P10-200 B37 x 1.9 14.04 74.21 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -130.79 104.21 982 491 100.6 0.355 2D25 2D25 2P10-200 LT1 300 0.3 -111.43 -67.47 833 417 100.6 0.000 2D25 2D25 2P10-200 B38 x 3.0 33.34 -27.79 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.7 -99.32 65.62 741 370 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -109.33 -124.51 1035 518 80.5 0.990 3D25 2D25 2P10-100 B39 x 1.2 1.56 121.86 378 189 80.5 0.949 2D25 2D25 2P10-100 400 2.1 -118.42 132.45 1125 562 80.5 1.112 3D25 2D25 2P10-100

Page 86: Hitungan Str Kost Pogung

No.Lembar : 83

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT1 300 0.3 -117.44 -91.28 879 440 100.6 0.195 2D25 2D25 2P10-200 B40 x 1.9 9.88 -70.58 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -114.80 86.01 859 430 100.6 0.130 2D25 2D25 2P10-200 LT1 300 0.3 -141.11 -98.40 1062 531 100.6 0.283 3D25 2D25 2P10-200 B41 x 3.0 71.84 -24.58 533 266 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -142.31 99.52 1071 536 100.6 0.297 3D25 2D25 2P10-200 LT1 300 0.3 -115.28 -97.09 863 431 100.6 0.267 2D25 2D25 2P10-200 B42 x 1.9 13.85 75.85 473 236 100.6 0.005 2D25 2D25 2P10-200 500 3.4 -133.69 105.85 1004 502 100.6 0.375 2D25 2D25 2P10-200 LT1 300 0.2 -96.53 -77.02 720 360 100.6 0.019 2D25 2D25 2P10-200 B43 x 1.9 17.19 53.24 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -100.99 84.96 754 377 100.6 0.117 2D25 2D25 2P10-200 LT1 300 0.2 -105.56 -77.34 788 394 100.6 0.023 2D25 2D25 2P10-200 B44 x 3.0 44.20 19.50 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.9 -106.58 77.68 796 398 100.6 0.027 2D25 2D25 2P10-200 LT1 300 0.2 -94.76 -79.50 706 353 100.6 0.050 2D25 2D25 2P10-200 B45 x 1.9 14.27 50.43 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -108.66 82.14 812 406 100.6 0.082 2D25 2D25 2P10-200 LT1 300 0.0 1.01 60.24 473 236 100.6 0.000 2D25 2D25 2P10-200 B107 x 0.6 -18.88 65.49 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -77.39 73.90 575 287 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 -42.44 -44.04 473 236 100.6 0.000 2D25 2D25 2P10-200 B118 x 3.0 48.03 -5.57 473 236 100.6 0.000 2D25 2D25 2P10-200 500 6.0 -40.59 43.48 473 236 100.6 0.000 2D25 2D25 2P10-200 DSR 300 0.3 -159.42 -101.83 1204 602 100.6 0.325 3D25 2D25 2P10-200 B3 x 3.0 58.15 28.48 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -167.57 106.01 1268 634 100.6 0.377 3D25 2D25 2P10-200 DSR 300 0.2 -158.64 -101.25 1198 599 100.6 0.318 3D25 2D25 2P10-200 B4 x 3.0 60.52 -51.33 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -140.77 95.77 1059 530 100.6 0.251 3D25 2D25 2P10-200 DSR 300 0.2 -122.78 -96.98 1168 584 80.5 0.565 3D25 2D25 2P10-200 B5 x 1.5 28.90 76.11 378 189 80.5 0.243 2D25 2D25 2P10-200 400 2.8 -85.52 99.65 803 402 80.5 0.606 2D25 2D25 2P10-200 DSR 300 0.2 -132.00 -68.79 991 496 100.6 0.000 2D25 2D25 2P10-200 B7 x 3.0 37.21 47.11 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -128.69 72.05 966 483 100.6 0.000 2D25 2D25 2P10-200 DSR 300 0.2 -130.44 -105.77 1244 622 80.5 0.701 3D25 2D25 2P10-200 B8 x 1.5 5.80 -93.58 378 189 80.5 0.512 2D25 2D25 2P10-200 400 2.8 -118.98 101.91 1130 565 80.5 0.641 3D25 2D25 2P10-200 DSR 300 0.3 -217.47 -163.41 1664 832 100.6 1.086 4D25 2D25 2P10-100 B9 x 3.0 161.32 -100.28 1219 610 100.6 0.306 2D25 3D25 2P10-200 500 5.8 -242.72 171.63 1868 934 100.6 1.187 4D25 2D25 2P10-100 DSR 300 0.2 -230.20 -163.63 1767 883 100.6 1.088 4D25 2D25 2P10-100 B10 x 3.0 155.56 97.85 1174 587 100.6 0.276 2D25 3D25 2P10-200 500 5.8 -227.20 162.60 1743 871 100.6 1.076 4D25 2D25 2P10-100 DSR 300 0.2 -212.43 -150.45 1624 812 100.6 0.926 4D25 2D25 2P10-100 B11 x 3.0 131.25 94.95 986 493 100.6 0.241 2D25 2D25 2P10-200 500 5.8 -214.93 143.86 1644 822 100.6 0.844 4D25 2D25 2P10-100 DSR 300 0.2 -213.89 -154.13 1636 818 100.6 0.971 4D25 2D25 2P10-100 B12 x 3.0 151.45 84.96 1142 571 100.6 0.117 2D25 3D25 2P10-200 500 5.8 -197.45 149.71 1504 752 100.6 0.917 3D25 2D25 2P10-100 DSR 300 0.2 -157.05 -124.49 1512 756 80.5 0.989 4D25 2D25 2P10-100 B13 x 1.5 -0.42 -104.35 378 189 80.5 0.679 2D25 2D25 2P10-200 400 2.8 -114.66 95.67 1088 544 80.5 0.545 3D25 2D25 2P10-200 DSR 300 0.3 -215.69 -162.24 1650 825 100.6 1.071 4D25 2D25 2P10-100 B14 x 3.0 159.76 -99.12 1207 604 100.6 0.292 2D25 3D25 2P10-200 500 5.8 -234.95 168.32 1805 903 100.6 1.146 4D25 2D25 2P10-100 DSR 300 0.2 -210.65 -139.15 1610 805 100.6 0.786 4D25 2D25 2P10-100 B15 x 3.0 141.47 -99.38 1065 532 100.6 0.295 2D25 3D25 2P10-200 500 5.8 -212.59 139.75 1625 813 100.6 0.794 4D25 2D25 2P10-100 DSR 300 0.2 -226.09 -163.24 1734 867 100.6 1.084 4D25 2D25 2P10-100 B16 x 3.0 160.87 98.81 1216 608 100.6 0.288 2D25 3D25 2P10-200 500 5.8 -225.03 163.56 1725 863 100.6 1.088 4D25 2D25 2P10-100

Page 87: Hitungan Str Kost Pogung

No.Lembar : 84

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- DSR 300 0.2 -184.34 -127.12 1400 700 100.6 0.638 3D25 2D25 2P10-200 B17 x 3.0 85.72 54.62 638 319 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -161.56 122.63 1221 611 100.6 0.582 3D25 2D25 2P10-200 DSR 300 0.2 -144.40 -118.24 1384 692 80.5 0.893 3D25 2D25 2P10-100 B18 x 1.5 6.00 -98.10 378 189 80.5 0.582 2D25 2D25 2P10-200 400 2.8 -115.41 102.18 1095 548 80.5 0.645 3D25 2D25 2P10-200 DSR 300 0.2 -178.38 -129.78 1353 677 100.6 0.671 3D25 2D25 2P10-200 B19 x 3.0 86.61 -21.44 644 322 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -193.36 137.85 1472 736 100.6 0.770 3D25 2D25 2P10-200 DSR 300 0.2 -194.65 -143.42 1482 741 100.6 0.839 3D25 2D25 2P10-100 B20 x 3.0 102.59 75.35 766 383 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -188.35 125.27 1432 716 100.6 0.615 3D25 2D25 2P10-200 DSR 300 0.2 -180.73 -131.00 1372 686 100.6 0.686 3D25 2D25 2P10-200 B21 x 3.0 77.12 -21.41 573 286 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -176.54 129.43 1339 669 100.6 0.666 3D25 2D25 2P10-200 DSR 300 0.2 -153.37 -98.38 1157 579 100.6 0.283 3D25 2D25 2P10-200 B22 x 3.0 65.64 45.64 486 243 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -138.28 94.04 1040 520 100.6 0.229 3D25 2D25 2P10-200 DSR 300 0.2 -132.49 -105.30 1264 632 80.5 0.693 3D25 2D25 2P10-200 B23 x 1.5 4.88 -93.12 378 189 80.5 0.505 2D25 2D25 2P10-200 400 2.8 -114.41 97.65 1085 543 80.5 0.575 3D25 2D25 2P10-200 DSR 300 0.2 -96.44 -77.25 719 359 100.6 0.022 2D25 2D25 2P10-200 B24 x 1.9 13.80 55.05 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -105.23 86.43 786 393 100.6 0.135 2D25 2D25 2P10-200 DSR 300 0.2 -121.59 -94.31 911 456 100.6 0.233 2D25 2D25 2P10-200 B25 x 3.0 64.13 -17.77 475 237 100.6 0.000 2D25 2D25 2P10-200 500 5.9 -122.57 94.64 919 459 100.6 0.237 2D25 2D25 2P10-200 DSR 300 0.2 -103.64 -85.16 774 387 100.6 0.120 2D25 2D25 2P10-200 B26 x 1.8 10.59 -54.91 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -100.20 81.28 748 374 100.6 0.072 2D25 2D25 2P10-200 DSR 300 0.3 -109.72 -98.54 820 410 100.6 0.285 2D25 2D25 2P10-200 B27 x 1.9 19.37 63.05 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -116.78 104.69 874 437 100.6 0.361 2D25 2D25 2P10-200 DSR 300 0.3 -173.44 -144.21 1314 657 100.6 0.849 3D25 2D25 2P10-100 B28 x 3.0 102.46 23.91 765 382 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -174.94 144.66 1326 663 100.6 0.854 3D25 2D25 2P10-100 DSR 300 0.3 -113.88 -101.98 852 426 100.6 0.327 2D25 2D25 2P10-200 B29 x 1.9 17.98 -60.36 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -114.89 101.12 860 430 100.6 0.317 2D25 2D25 2P10-200 DSR 300 0.3 -117.67 -103.29 881 441 100.6 0.343 2D25 2D25 2P10-200 B30 x 1.9 18.92 70.87 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -129.09 112.51 969 485 100.6 0.457 2D25 2D25 2P10-200 DSR 300 0.3 -179.60 -146.39 1363 681 100.6 0.876 3D25 2D25 2P10-100 B31 x 3.0 102.94 -25.68 768 384 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -181.38 146.91 1377 689 100.6 0.882 3D25 2D25 2P10-100 DSR 300 0.3 -124.76 -109.26 936 468 100.6 0.417 2D25 2D25 2P10-200 B32 x 1.9 18.33 -67.63 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -122.92 106.35 921 461 100.6 0.381 2D25 2D25 2P10-200 DSR 300 0.3 -89.35 -76.11 665 333 100.6 0.008 2D25 2D25 2P10-200 B35 x 1.9 11.91 51.15 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -91.51 79.86 681 341 100.6 0.054 2D25 2D25 2P10-200 DSR 300 0.3 -147.84 -128.70 1114 557 100.6 0.657 3D25 2D25 2P10-200 B36 x 3.0 88.40 14.29 658 329 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -142.85 119.86 1075 538 100.6 0.548 3D25 2D25 2P10-200 DSR 300 0.3 -88.22 -76.64 657 328 100.6 0.014 2D25 2D25 2P10-200 B37 x 1.9 11.30 -47.93 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -86.44 74.90 643 322 100.6 0.000 2D25 2D25 2P10-200 DSR 300 0.3 -101.25 -93.00 756 378 100.6 0.216 2D25 2D25 2P10-200 B40 x 1.9 20.86 54.67 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -100.91 95.01 753 376 100.6 0.241 2D25 2D25 2P10-200 DSR 300 0.3 -113.53 -86.56 849 425 100.6 0.137 2D25 2D25 2P10-200 B41 x 3.0 59.17 17.29 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.8 -109.02 79.02 815 407 100.6 0.044 2D25 2D25 2P10-200

Page 88: Hitungan Str Kost Pogung

No.Lembar : 85

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- DSR 300 0.3 -92.69 -80.44 690 345 100.6 0.061 2D25 2D25 2P10-200 B42 x 1.9 12.73 -51.74 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.4 -93.66 80.39 698 349 100.6 0.061 2D25 2D25 2P10-200 DSR 300 0.2 -81.11 -60.05 603 301 100.6 0.000 2D25 2D25 2P10-200 B43 x 1.9 10.14 44.20 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -83.30 64.47 619 310 100.6 0.000 2D25 2D25 2P10-200 DSR 300 0.2 -79.17 -54.07 588 294 100.6 0.000 2D25 2D25 2P10-200 B44 x 3.0 31.79 15.78 473 236 100.6 0.000 2D25 2D25 2P10-200 500 5.9 -80.43 54.48 598 299 100.6 0.000 2D25 2D25 2P10-200 DSR 300 0.2 -81.72 -63.55 607 304 100.6 0.000 2D25 2D25 2P10-200 B45 x 1.9 10.19 -43.28 473 236 100.6 0.000 2D25 2D25 2P10-200 500 3.5 -81.25 60.37 604 302 100.6 0.000 2D25 2D25 2P10-200 ----------------------------------------------------------------------------------

BALOK ANAK ---------------------------------------------------------------------------------- ATP 200 0.0 -6.93 -22.09 221 110 47.0 0.000 2D16 2D16 2P 8-200 B49 x 1.9 19.89 1.12 221 110 47.0 0.000 2D16 2D16 2P 8-200 350 3.8 -6.96 21.76 221 110 47.0 0.000 2D16 2D16 2P 8-200 ATP 200 0.0 -11.27 -22.60 221 110 47.0 0.000 2D16 2D16 2P 8-200 B51 x 1.9 17.65 -2.06 221 110 47.0 0.000 2D16 2D16 2P 8-200 350 3.8 -7.80 21.25 221 110 47.0 0.000 2D16 2D16 2P 8-200 ATP 200 0.0 -8.23 -22.79 221 110 47.0 0.000 2D16 2D16 2P 8-200 B52 x 1.9 20.15 -1.90 221 110 47.0 0.000 2D16 2D16 2P 8-200 350 3.8 -6.24 21.05 221 110 47.0 0.000 2D16 2D16 2P 8-200 ATP 200 0.0 -4.12 -19.59 221 110 47.0 0.000 2D16 2D16 2P 8-200 B54 x 1.9 19.25 3.21 221 110 47.0 0.000 2D16 2D16 2P 8-200 350 3.8 -11.54 24.25 221 110 47.0 0.000 2D16 2D16 2P 8-200 ATP 200 0.0 -7.23 -21.48 221 110 47.0 0.000 2D16 2D16 2P 8-200 B55 x 1.9 19.45 1.89 221 110 47.0 0.000 2D16 2D16 2P 8-200 350 3.8 -9.23 22.37 221 110 47.0 0.000 2D16 2D16 2P 8-200 ATP 200 0.0 -25.44 -92.25 252 126 53.7 0.802 2D16 2D16 2P 8-100 B144 x 2.0 79.77 -12.96 758 379 53.7 0.000 2D16 4D16 2P 8-200 400 3.8 -35.82 70.83 333 166 53.7 0.472 2D16 2D16 2P 8-200 LT4 250 0.0 -24.35 -38.23 315 158 67.1 0.000 2D19 2D19 2P 8-200 B49 x 1.9 11.77 10.61 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -60.00 57.83 561 281 67.1 0.116 2D19 2D19 2P 8-200 LT4 250 0.0 -92.11 -94.84 872 436 67.1 0.687 3D19 2D19 2P 8-100 B50 x 3.0 73.62 4.61 692 346 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -95.90 95.19 910 455 67.1 0.693 4D19 2D19 2P 8-100 LT4 250 0.0 -57.02 -46.59 532 266 67.1 0.000 2D19 2D19 2P 8-200 B51 x 1.9 3.07 -13.52 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -12.98 21.22 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT4 250 0.0 -47.54 -44.40 442 221 67.1 0.000 2D19 2D19 2P 8-200 B52 x 1.9 -0.96 4.97 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -61.16 51.66 572 286 67.1 0.021 2D19 2D19 2P 8-200 LT4 250 0.0 -97.52 -97.99 926 463 67.1 0.736 4D19 2D19 2P 8-100 B53 x 3.0 77.86 -2.21 733 367 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -97.04 98.36 921 460 67.1 0.741 4D19 2D19 2P 8-100 LT4 250 0.0 -61.96 -54.37 580 290 67.1 0.063 2D19 2D19 2P 8-200 B54 x 1.9 3.32 -7.29 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -39.55 41.69 367 183 67.1 0.000 2D19 2D19 2P 8-200 LT4 250 0.0 -29.98 -41.58 315 158 67.1 0.000 2D19 2D19 2P 8-200 B55 x 1.9 11.94 7.36 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -53.54 54.48 499 250 67.1 0.064 2D19 2D19 2P 8-200 LT4 250 0.0 -74.94 -72.70 705 352 67.1 0.346 3D19 2D19 2P 8-200 B56 x 2.3 61.08 -48.21 571 286 67.1 0.000 2D19 2D19 2P 8-200 400 6.1 -56.19 62.76 525 262 67.1 0.192 2D19 2D19 2P 8-200 LT4 250 0.0 -9.61 -18.69 315 158 67.1 0.000 2D19 2D19 2P 8-200 B117 x 1.2 5.93 8.33 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -22.27 32.11 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT4 150 0.0 -32.29 -41.51 408 204 30.2 0.388 3D13 2D13 2P 8-200 B128 x 10.5 10.19 11.14 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 21.0 -14.32 29.17 177 89 30.2 0.134 2D13 2D13 2P 8-200

Page 89: Hitungan Str Kost Pogung

No.Lembar : 86

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT4 150 0.0 -31.59 -41.03 399 200 30.2 0.378 3D13 2D13 2P 8-200 B129 x 1.5 10.36 -10.45 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -0.32 20.14 142 71 30.2 0.000 2D13 2D13 2P 8-200 LT4 150 0.0 -31.21 -40.88 394 197 30.2 0.375 3D13 2D13 2P 8-200 B130 x 3.0 0.45 -20.58 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 6.0 -30.32 40.59 383 191 30.2 0.369 3D13 2D13 2P 8-200 LT4 150 0.0 -16.22 -30.90 201 101 30.2 0.170 2D13 2D13 2P 8-200 B131 x 1.5 10.53 -0.99 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -15.27 30.27 189 95 30.2 0.157 2D13 2D13 2P 8-200 LT4 250 0.0 -1.44 8.94 315 158 67.1 0.000 2D19 2D19 2P 8-200 B135 x 3.6 28.41 -9.83 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 7.3 -54.73 45.73 511 255 67.1 0.000 2D19 2D19 2P 8-200 LT4 250 0.0 3.41 2.59 315 158 67.1 0.000 2D19 2D19 2P 8-200 B136 x 1.2 -7.26 26.85 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -62.72 52.24 587 294 67.1 0.030 2D19 2D19 2P 8-200 LT4 250 0.0 -43.79 -47.12 407 203 67.1 0.000 2D19 2D19 2P 8-200 B137 x 0.6 -10.56 -37.28 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 1.2 1.88 -27.45 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT3 250 0.0 -24.50 -41.36 315 158 67.1 0.000 2D19 2D19 2P 8-200 B49 x 1.9 11.43 14.68 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -77.65 70.71 731 366 67.1 0.315 3D19 2D19 2P 8-200 LT3 250 0.0 -110.78 -118.48 1057 529 67.1 1.052 4D19 2D19 2P 8- 75 B50 x 3.0 99.49 3.66 945 473 67.1 0.000 2D19 4D19 2P 8-200 400 6.1 -102.18 112.99 972 486 67.1 0.967 4D19 2D19 2P 8-100 LT3 250 0.0 -66.63 -54.34 625 312 67.1 0.062 3D19 2D19 2P 8-200 B51 x 1.9 3.58 -13.18 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -19.76 27.98 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT3 250 0.0 -66.90 -52.97 627 314 67.1 0.041 3D19 2D19 2P 8-200 B52 x 1.9 -1.67 -8.04 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -78.39 59.10 738 369 67.1 0.136 3D19 2D19 2P 8-200 LT3 250 0.0 -117.55 -123.78 1125 563 67.1 1.134 4D19 2D19 2P 8- 75 B53 x 3.0 107.76 3.11 1027 514 67.1 0.000 2D19 4D19 2P 8-200 400 6.1 -115.28 123.52 1103 551 67.1 1.130 4D19 2D19 2P 8- 75 LT3 250 0.0 -77.53 -62.42 730 365 67.1 0.187 3D19 2D19 2P 8-200 B54 x 1.9 6.44 -8.75 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -53.58 49.65 500 250 67.1 0.000 2D19 2D19 2P 8-200 LT3 250 0.0 -40.54 -50.12 376 188 67.1 0.000 2D19 2D19 2P 8-200 B55 x 1.9 9.58 5.91 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -62.71 61.95 587 293 67.1 0.180 2D19 2D19 2P 8-200 LT3 250 0.0 -85.97 -87.40 812 406 67.1 0.572 3D19 2D19 2P 8-100 B56 x 3.0 80.46 -16.41 758 379 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -49.13 68.55 457 229 67.1 0.281 2D19 2D19 2P 8-200 LT3 250 0.0 -39.96 -32.52 371 185 67.1 0.000 2D19 2D19 2P 8-200 B117 x 1.2 -8.13 2.54 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -34.75 28.28 322 161 67.1 0.000 2D19 2D19 2P 8-200 LT3 150 0.0 -33.89 -47.89 429 215 30.2 0.520 4D13 2D13 2P 8-100 B126 x 3.0 -1.09 -6.60 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 6.1 -33.83 47.87 429 214 30.2 0.519 4D13 2D13 2P 8-100 LT3 150 0.0 -36.66 -46.59 466 233 30.2 0.493 4D13 2D13 2P 8-200 B128 x 10.5 11.50 9.64 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 21.0 -16.38 34.18 203 102 30.2 0.237 2D13 2D13 2P 8-200 LT3 150 0.0 -36.81 -46.79 468 234 30.2 0.497 4D13 2D13 2P 8-200 B129 x 1.5 10.05 -11.09 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -3.55 24.62 142 71 30.2 0.041 2D13 2D13 2P 8-200 LT3 150 0.0 -31.50 -44.49 398 199 30.2 0.450 3D13 2D13 2P 8-200 B130 x 3.0 -1.65 -27.11 142 71 30.2 0.092 2D13 2D13 2P 8-200 300 6.0 -30.90 44.30 390 195 30.2 0.446 3D13 2D13 2P 8-200 LT3 150 0.0 -18.75 -36.21 233 117 30.2 0.279 2D13 2D13 2P 8-200 B131 x 1.5 12.24 -1.59 151 76 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -17.23 35.20 214 107 30.2 0.258 2D13 2D13 2P 8-200 LT3 250 0.0 -41.38 -42.88 384 192 67.1 0.000 2D19 2D19 2P 8-200 B134 x 3.0 36.00 -9.28 333 167 67.1 0.000 2D19 2D19 2P 8-200 400 6.0 -41.19 42.79 382 191 67.1 0.000 2D19 2D19 2P 8-200

Page 90: Hitungan Str Kost Pogung

No.Lembar : 87

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT3 250 0.0 -2.66 40.14 315 158 67.1 0.000 2D19 2D19 2P 8-200 B135 x 5.0 99.01 60.88 940 470 67.1 0.163 2D19 4D19 2P 8-200 400 7.3 -98.56 114.73 936 468 67.1 0.994 4D19 2D19 2P 8-100 LT3 250 0.0 3.01 14.20 315 158 67.1 0.000 2D19 2D19 2P 8-200 B136 x 1.2 -12.05 34.34 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -81.46 64.74 768 384 67.1 0.223 3D19 2D19 2P 8-200 LT3 250 0.0 -56.89 -59.13 531 266 67.1 0.136 2D19 2D19 2P 8-200 B137 x 0.6 -1.79 -47.24 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 1.2 0.97 -35.34 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT3 250 0.0 3.71 -17.37 315 158 67.1 0.000 2D19 2D19 2P 8-200 B138 x 1.9 16.79 16.91 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -60.54 51.15 566 283 67.1 0.013 2D19 2D19 2P 8-200 LT2 250 0.0 -28.34 -37.17 315 158 67.1 0.000 2D19 2D19 2P 8-200 B49 x 1.9 11.49 16.80 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -69.43 63.65 652 326 67.1 0.206 3D19 2D19 2P 8-200 LT2 250 0.0 -100.73 -104.48 957 479 67.1 0.836 4D19 2D19 2P 8-100 B50 x 3.0 84.91 6.21 802 401 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -94.33 100.29 894 447 67.1 0.771 4D19 2D19 2P 8-100 LT2 250 0.0 -62.43 -49.32 584 292 67.1 0.000 2D19 2D19 2P 8-200 B51 x 1.9 3.26 -17.17 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -21.81 24.78 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT2 250 0.0 -64.79 -49.35 607 303 67.1 0.000 3D19 2D19 2P 8-200 B52 x 1.9 -3.13 6.93 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -67.69 51.47 635 317 67.1 0.018 3D19 2D19 2P 8-200 LT2 250 0.0 -104.99 -108.50 1000 500 67.1 0.898 4D19 2D19 2P 8-100 B53 x 3.0 92.13 -3.44 873 436 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -105.04 108.93 1000 500 67.1 0.905 4D19 2D19 2P 8-100 LT2 250 0.0 -69.33 -56.84 651 325 67.1 0.101 3D19 2D19 2P 8-200 B54 x 1.9 1.22 -11.07 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -52.59 43.97 490 245 67.1 0.000 2D19 2D19 2P 8-200 LT2 250 0.0 -44.19 -45.92 411 205 67.1 0.000 2D19 2D19 2P 8-200 B55 x 1.9 7.52 7.60 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -56.83 54.90 531 265 67.1 0.071 2D19 2D19 2P 8-200 LT2 250 0.0 -82.22 -82.10 776 388 67.1 0.491 3D19 2D19 2P 8-200 B56 x 2.3 72.29 -55.25 679 340 67.1 0.076 2D19 3D19 2P 8-200 400 6.1 -52.44 66.66 489 244 67.1 0.252 2D19 2D19 2P 8-200 LT2 250 0.0 -78.81 -99.28 742 371 67.1 0.756 3D19 2D19 2P 8-100 B116 x 3.0 101.71 8.07 967 484 67.1 0.000 2D19 4D19 2P 8-200 400 6.0 -100.78 108.52 958 479 67.1 0.898 4D19 2D19 2P 8-100 LT2 250 0.0 -56.93 -34.55 532 266 67.1 0.000 2D19 2D19 2P 8-200 B117 x 1.2 -17.86 -9.07 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -37.77 19.65 350 175 67.1 0.000 2D19 2D19 2P 8-200 LT2 150 0.0 -30.67 -42.35 387 194 30.2 0.406 3D13 2D13 2P 8-200 B126 x 3.0 -5.66 26.83 142 71 30.2 0.086 2D13 2D13 2P 8-200 300 6.1 -30.61 42.33 386 193 30.2 0.405 3D13 2D13 2P 8-200 LT2 150 0.0 -32.29 -40.59 408 204 30.2 0.369 3D13 2D13 2P 8-200 B128 x 10.5 10.00 8.00 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 21.0 -14.63 29.79 181 91 30.2 0.147 2D13 2D13 2P 8-200 LT2 150 0.0 -32.53 -40.86 412 206 30.2 0.375 4D13 2D13 2P 8-200 B129 x 1.5 8.81 -9.66 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -3.56 21.54 142 71 30.2 0.000 2D13 2D13 2P 8-200 LT2 150 0.0 -27.31 -38.44 343 172 30.2 0.325 3D13 2D13 2P 8-200 B130 x 3.0 -2.54 -24.05 142 71 30.2 0.029 2D13 2D13 2P 8-200 300 6.0 -27.03 38.35 340 170 30.2 0.323 3D13 2D13 2P 8-200 LT2 150 0.0 -17.04 -31.79 212 106 30.2 0.188 2D13 2D13 2P 8-200 B131 x 1.5 10.70 -2.00 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 3.0 -15.35 30.62 190 95 30.2 0.164 2D13 2D13 2P 8-200 LT2 250 0.0 -1.85 36.30 315 158 67.1 0.000 2D19 2D19 2P 8-200 B135 x 5.0 91.85 56.29 870 435 67.1 0.092 2D19 3D19 2P 8-200 400 7.3 -95.39 110.14 905 452 67.1 0.923 4D19 2D19 2P 8-100 LT2 250 0.0 3.23 15.87 315 158 67.1 0.000 2D19 2D19 2P 8-200 B136 x 1.2 -13.37 35.86 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -84.75 66.26 800 400 67.1 0.246 3D19 2D19 2P 8-200

Page 91: Hitungan Str Kost Pogung

No.Lembar : 88

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT2 250 0.0 -49.62 -53.30 462 231 67.1 0.046 2D19 2D19 2P 8-200 B137 x 0.6 -11.12 -41.41 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 1.2 1.61 -33.67 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -28.69 -32.33 315 158 67.1 0.000 2D19 2D19 2P 8-200 B46 x 1.9 12.12 14.67 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -55.89 52.15 522 261 67.1 0.028 2D19 2D19 2P 8-200 LT1 250 0.0 -80.19 -81.54 756 378 67.1 0.482 3D19 2D19 2P 8-200 B47 x 3.0 66.18 2.89 620 310 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -80.83 81.75 762 381 67.1 0.485 3D19 2D19 2P 8-200 LT1 250 0.0 -56.40 -52.63 527 263 67.1 0.036 2D19 2D19 2P 8-200 B48 x 1.9 12.56 -15.53 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -29.14 32.37 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -28.80 -27.90 315 158 67.1 0.000 2D19 2D19 2P 8-200 B49 x 1.9 10.78 15.37 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -52.44 46.36 489 244 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -75.95 -73.99 715 357 67.1 0.365 3D19 2D19 2P 8-200 B50 x 3.0 61.33 -4.58 574 287 67.1 0.000 2D19 2D19 2P 8-200 400 6.1 -66.87 71.01 627 313 67.1 0.319 3D19 2D19 2P 8-200 LT1 250 0.0 -43.27 -30.56 402 201 67.1 0.000 2D19 2D19 2P 8-200 B51 x 1.9 3.07 -14.77 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -23.37 16.56 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -28.20 -28.26 315 158 67.1 0.000 2D19 2D19 2P 8-200 B52 x 1.9 10.88 15.39 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -51.15 46.02 477 238 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -73.30 -72.88 689 345 67.1 0.348 3D19 2D19 2P 8-200 B53 x 3.0 60.59 -4.02 567 283 67.1 0.000 2D19 2D19 2P 8-200 400 6.1 -71.00 72.12 667 333 67.1 0.337 3D19 2D19 2P 8-200 LT1 250 0.0 -47.09 -44.36 438 219 67.1 0.000 2D19 2D19 2P 8-200 B54 x 1.9 12.35 -13.91 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -31.96 30.27 315 158 67.1 0.000 2D19 2D19 2P 8-200 LT1 250 0.0 -57.34 -69.10 536 268 67.1 0.290 2D19 2D19 2P 8-200 B116 x 3.0 71.08 6.39 667 334 67.1 0.000 2D19 3D19 2P 8-200 400 6.0 -62.55 72.81 585 293 67.1 0.347 2D19 2D19 2P 8-200 LT1 250 0.0 -28.95 -24.79 315 158 67.1 0.000 2D19 2D19 2P 8-200 B117 x 1.2 0.92 -11.64 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 2.5 -27.77 18.24 315 158 67.1 0.000 2D19 2D19 2P 8-200 DSR 250 0.0 -29.21 -39.57 315 158 67.1 0.000 2D19 2D19 2P 8-200 B46 x 1.9 15.68 19.31 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -70.64 67.54 663 332 67.1 0.266 3D19 2D19 2P 8-200 DSR 250 0.0 -96.54 -91.15 916 458 67.1 0.630 4D19 2D19 2P 8-100 B47 x 3.0 79.39 -2.94 748 374 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -96.33 91.08 914 457 67.1 0.629 4D19 2D19 2P 8-100 DSR 250 0.0 -69.85 -63.73 656 328 67.1 0.207 3D19 2D19 2P 8-200 B48 x 1.9 10.03 -16.30 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -42.46 43.37 394 197 67.1 0.000 2D19 2D19 2P 8-200 DSR 250 0.0 -30.20 -40.34 315 158 67.1 0.000 2D19 2D19 2P 8-200 B49 x 1.9 16.35 20.32 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -71.13 67.72 668 334 67.1 0.269 3D19 2D19 2P 8-200 DSR 250 0.0 -93.21 -88.86 883 442 67.1 0.595 4D19 2D19 2P 8-100 B50 x 3.0 76.99 4.64 725 362 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -100.78 91.49 958 479 67.1 0.635 4D19 2D19 2P 8-100 DSR 250 0.0 -78.37 -69.15 738 369 67.1 0.291 3D19 2D19 2P 8-200 B51 x 1.9 11.44 -21.83 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -32.64 39.13 315 158 67.1 0.000 2D19 2D19 2P 8-200 DSR 250 0.2 -49.92 -38.70 465 232 67.1 0.000 2D19 2D19 2P 8-200 B52 x 2.0 5.49 21.70 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -63.97 52.19 599 300 67.1 0.029 3D19 2D19 2P 8-200 DSR 250 0.0 -91.34 -91.25 865 432 67.1 0.632 3D19 2D19 2P 8-100 B53 x 3.0 84.53 4.27 798 399 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -98.90 94.03 939 470 67.1 0.675 4D19 2D19 2P 8-100 DSR 250 0.0 -74.27 -64.19 698 349 67.1 0.214 3D19 2D19 2P 8-200 B54 x 1.9 9.74 -18.74 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -46.44 45.07 432 216 67.1 0.000 2D19 2D19 2P 8-200

Page 92: Hitungan Str Kost Pogung

No.Lembar : 89

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- DSR 250 0.0 -35.14 -28.86 325 163 67.1 0.000 2D19 2D19 2P 8-200 B55 x 1.9 8.13 20.93 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 3.8 -64.18 48.76 601 301 67.1 0.000 3D19 2D19 2P 8-200 DSR 250 0.0 -91.81 -91.95 870 435 67.1 0.643 3D19 2D19 2P 8-100 B56 x 2.3 82.59 -29.00 779 390 67.1 0.000 2D19 3D19 2P 8-200 400 6.1 -66.43 74.08 623 311 67.1 0.367 3D19 2D19 2P 8-200 DSR 150 0.0 -23.23 -37.42 291 145 30.2 0.304 3D13 2D13 2P 8-200 B97 x 3.0 -4.54 -26.40 142 71 30.2 0.077 2D13 2D13 2P 8-200 300 18.0 -20.50 35.44 256 128 30.2 0.263 2D13 2D13 2P 8-200 DSR 150 0.0 -23.22 -37.42 290 145 30.2 0.304 3D13 2D13 2P 8-200 B98 x 3.0 -4.55 -26.38 142 71 30.2 0.077 2D13 2D13 2P 8-200 300 24.0 -22.21 38.13 278 139 30.2 0.319 3D13 2D13 2P 8-200 -----------------------------------------------------------------------------------

BALOK KONSOL & LISPLANG ---------------------------------------------------------------------------------- ATP 250 0.2 -45.71 -52.59 425 212 67.1 0.035 2D19 2D19 2P 8-200 B101 x 0.7 -13.44 -45.16 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 1.2 -0.45 -38.17 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 250 0.2 -90.16 -93.84 853 427 67.1 0.672 3D19 2D19 2P 8-100 B102 x 0.7 -28.18 -90.65 315 158 67.1 0.623 2D19 2D19 2P 8-100 400 1.2 0.69 -88.36 315 158 67.1 0.587 2D19 2D19 2P 8-100 ATP 250 0.2 -68.93 -72.58 647 323 67.1 0.344 3D19 2D19 2P 8-200 B103 x 0.7 -21.18 -69.39 315 158 67.1 0.294 2D19 2D19 2P 8-200 400 1.2 0.67 -67.09 315 158 67.1 0.259 2D19 2D19 2P 8-200 ATP 250 0.1 -23.73 -29.05 315 158 67.1 0.000 2D19 2D19 2P 8-200 B104 x 0.7 -6.42 -21.16 315 158 67.1 0.000 2D19 2D19 2P 8-200 400 1.2 -0.90 -13.61 315 158 67.1 0.000 2D19 2D19 2P 8-200 ATP 150 0.0 -28.77 -38.17 268 134 40.2 0.123 2D13 2D13 2P 8-200 B145 x 7.5 5.90 -22.92 189 95 40.2 0.000 2D13 2D13 2P 8-200 400 15.0 -4.52 13.61 189 95 40.2 0.000 2D13 2D13 2P 8-200 LT4 300 0.2 -39.17 -46.45 425 213 90.6 0.000 2D25 2D25 2P10-200 B101 x 0.7 -11.05 -38.07 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.96 -30.33 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -38.63 -45.94 425 213 90.6 0.000 2D25 2D25 2P10-200 B102 x 0.7 -10.88 -37.56 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.93 -29.83 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -29.87 -38.13 425 213 90.6 0.000 2D25 2D25 2P10-200 B103 x 0.7 -7.35 -29.74 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 0.07 -22.01 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.2 -30.64 -38.29 425 213 90.6 0.000 2D25 2D25 2P10-200 B104 x 0.7 -7.51 -29.74 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.07 -21.79 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.0 0.71 6.89 425 213 90.6 0.000 2D25 2D25 2P10-200 B109 x 0.5 -1.65 9.25 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.1 -9.38 12.24 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 300 0.0 0.72 6.88 425 213 90.6 0.000 2D25 2D25 2P10-200 B110 x 0.5 -1.62 9.25 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.1 -9.39 12.24 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 150 0.0 -10.49 -22.01 213 106 45.3 0.000 2D13 2D13 2P 8-200 B114 x 1.5 8.17 -2.05 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 3.0 -11.35 21.79 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT4 300 0.0 -0.45 39.22 425 213 90.6 0.000 2D25 2D25 2P10-200 B120 x 1.1 -33.50 58.66 425 213 90.6 0.000 2D25 2D25 2P10-200 450 2.2 -131.65 79.65 1106 553 90.6 0.161 3D25 2D25 2P10-200 LT4 150 0.0 -23.27 -39.22 213 106 45.3 0.072 2D13 2D13 2P 8-200 B123 x 3.0 27.67 8.38 228 114 45.3 0.000 2D13 2D13 2P 8-200 450 5.8 -54.55 52.76 456 228 45.3 0.258 4D13 2D13 2P 8-200 LT4 150 0.0 -21.94 -30.33 213 106 45.3 0.000 2D13 2D13 2P 8-200 B125 x 3.0 4.85 -13.98 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 6.0 -20.49 29.83 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT4 150 0.0 -5.11 -6.89 213 106 45.3 0.000 2D13 2D13 2P 8-200 B127 x 3.0 2.29 -4.57 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 6.1 -5.07 6.88 213 106 45.3 0.000 2D13 2D13 2P 8-200

Page 93: Hitungan Str Kost Pogung

No.Lembar : 90

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT4 300 0.0 0.82 19.81 425 213 90.6 0.000 2D25 2D25 2P10-200 B132 x 0.7 -7.79 29.31 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.3 -37.76 40.46 425 213 90.6 0.000 2D25 2D25 2P10-200 LT4 150 0.0 -19.08 -26.42 213 106 45.3 0.000 2D13 2D13 2P 8-200 B133 x 1.5 7.22 -6.10 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 3.0 -8.59 19.81 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT3 300 0.3 -38.95 -47.86 425 213 90.6 0.000 2D25 2D25 2P10-200 B101 x 0.8 -2.88 -40.25 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.51 -33.63 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -38.76 -47.71 425 213 90.6 0.000 2D25 2D25 2P10-200 B102 x 0.8 -2.91 -40.10 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.47 -33.48 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.3 -31.20 -40.23 425 213 90.6 0.000 2D25 2D25 2P10-200 B103 x 0.8 -1.40 -32.62 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 0.11 -26.00 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.2 -33.45 -40.50 425 213 90.6 0.000 2D25 2D25 2P10-200 B104 x 0.7 -1.55 -32.46 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.2 -0.11 -25.23 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.0 1.32 32.68 425 213 90.6 0.000 2D25 2D25 2P10-200 B109 x 0.5 -2.68 39.91 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.0 -40.02 48.22 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 300 0.0 1.34 32.63 425 213 90.6 0.000 2D25 2D25 2P10-200 B110 x 0.5 -2.45 39.86 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.0 -39.96 48.16 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 150 0.0 -11.19 -26.00 213 106 45.3 0.000 2D13 2D13 2P 8-200 B114 x 1.5 9.50 -3.74 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 3.0 -10.86 25.23 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT3 300 0.0 -0.75 39.21 425 213 90.6 0.000 2D25 2D25 2P10-200 B120 x 1.1 -29.38 57.78 425 213 90.6 0.000 2D25 2D25 2P10-200 450 2.2 -127.41 78.83 1069 535 90.6 0.150 3D25 2D25 2P10-200 LT3 150 0.0 -25.19 -39.21 213 106 45.3 0.072 2D13 2D13 2P 8-200 B123 x 3.0 26.54 5.35 218 109 45.3 0.000 2D13 2D13 2P 8-200 450 5.8 -50.40 51.43 420 210 45.3 0.240 4D13 2D13 2P 8-200 LT3 150 0.0 -21.70 -33.63 213 106 45.3 0.000 2D13 2D13 2P 8-200 x 3.0 3.24 17.59 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 6.0 -21.31 33.48 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT3 150 0.0 -18.38 -32.68 213 106 45.3 0.000 2D13 2D13 2P 8-200 B127 x 3.0 3.63 -20.10 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 6.1 -18.22 32.63 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT3 300 0.0 0.66 23.69 425 213 90.6 0.000 2D25 2D25 2P10-200 B132 x 0.7 -1.85 33.54 425 213 90.6 0.000 2D25 2D25 2P10-200 450 1.3 -43.56 44.44 425 213 90.6 0.000 2D25 2D25 2P10-200 LT3 150 0.0 -16.79 -29.52 213 106 45.3 0.000 2D13 2D13 2P 8-200 B133 x 1.5 8.78 -5.88 213 106 45.3 0.000 2D13 2D13 2P 8-200 450 3.0 -10.53 23.69 213 106 45.3 0.000 2D13 2D13 2P 8-200 LT2 300 0.3 -33.58 -42.93 473 236 100.6 0.000 2D25 2D25 2P10-200 B101 x 0.8 -8.78 -34.66 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -0.82 -27.62 473 236 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.3 -33.30 -42.65 473 236 100.6 0.000 2D25 2D25 2P10-200 B102 x 0.8 -8.72 -34.37 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -0.79 -27.31 473 236 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.3 -29.26 -38.08 473 236 100.6 0.000 2D25 2D25 2P10-200 B103 x 0.8 -6.04 -30.71 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -0.14 -24.11 473 236 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.2 -31.44 -38.58 473 236 100.6 0.000 2D25 2D25 2P10-200 B104 x 0.7 -6.37 -30.62 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 0.14 -23.43 473 236 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.0 0.92 26.91 473 236 100.6 0.000 2D25 2D25 2P10-200 B109 x 0.5 -8.96 35.11 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.0 -35.97 44.12 473 236 100.6 0.000 2D25 2D25 2P10-200 LT2 300 0.0 0.93 26.82 473 236 100.6 0.000 2D25 2D25 2P10-200 B110 x 0.5 -8.84 35.03 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.0 -35.88 44.03 473 236 100.6 0.000 2D25 2D25 2P10-200

Page 94: Hitungan Str Kost Pogung

No.Lembar : 91

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT2 150 0.0 -15.13 -24.11 236 118 50.3 0.000 2D13 2D13 2P 8-200 B114 x 1.5 7.87 -4.46 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 3.0 -13.90 23.43 236 118 50.3 0.000 2D13 2D13 2P 8-200 LT2 300 0.0 -0.94 38.62 473 236 100.6 0.000 2D25 2D25 2P10-200 B120 x 1.1 -28.61 57.20 473 236 100.6 0.000 2D25 2D25 2P10-200 500 2.2 -126.39 78.24 948 474 100.6 0.034 2D25 2D25 2P10-200 LT2 300 0.0 1.03 17.52 473 236 100.6 0.000 2D25 2D25 2P10-200 B121 x 1.1 -11.10 35.65 473 236 100.6 0.000 2D25 2D25 2P10-200 500 2.3 -79.99 55.81 594 297 100.6 0.000 2D25 2D25 2P10-200 LT2 150 0.0 -24.95 -38.62 236 118 50.3 0.011 2D13 2D13 2P 8-200 B123 x 3.0 25.05 4.42 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 5.8 -49.31 50.50 368 184 50.3 0.158 3D13 2D13 2P 8-200 LT2 150 0.2 -28.20 -33.73 236 118 50.3 0.000 2D13 2D13 2P 8-200 B124 x 1.6 7.53 -11.99 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 3.0 6.01 17.52 236 118 50.3 0.000 2D13 2D13 2P 8-200 LT2 150 0.0 -22.34 -27.62 236 118 50.3 0.000 2D13 2D13 2P 8-200 B125 x 3.0 1.49 -16.98 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 6.0 -21.54 27.31 236 118 50.3 0.000 2D13 2D13 2P 8-200 LT2 150 0.0 -20.55 -26.91 236 118 50.3 0.000 2D13 2D13 2P 8-200 B127 x 3.0 1.13 -9.55 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 6.1 -20.36 26.82 236 118 50.3 0.000 2D13 2D13 2P 8-200 LT1 300 0.3 -37.49 -49.20 473 236 100.6 0.000 2D25 2D25 2P10-200 B99 x 0.8 -8.69 -42.12 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 1.07 -37.35 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -53.34 -64.61 473 236 100.6 0.000 2D25 2D25 2P10-200 B100 x 0.8 -14.31 -58.88 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 0.16 -55.46 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -53.28 -64.60 473 236 100.6 0.000 2D25 2D25 2P10-200 B101 x 0.8 -14.31 -58.87 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 0.14 -55.45 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -27.15 -34.72 473 236 100.6 0.000 2D25 2D25 2P10-200 B102 x 0.8 -6.22 -29.77 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -0.14 -25.97 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.3 -18.23 -24.58 473 236 100.6 0.000 2D25 2D25 2P10-200 B103 x 0.8 -1.68 -20.18 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -0.30 -16.63 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.2 -23.64 -30.93 473 236 100.6 0.000 2D25 2D25 2P10-200 B104 x 0.7 -2.27 -23.04 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 0.30 -15.81 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 1.30 40.94 473 236 100.6 0.000 2D25 2D25 2P10-200 B105 x 0.6 -13.41 48.85 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.3 -61.91 59.18 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 0.31 61.86 473 236 100.6 0.000 2D25 2D25 2P10-200 B106 x 0.6 -20.28 67.11 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.2 -79.52 75.52 591 295 100.6 0.001 2D25 2D25 2P10-200 LT1 300 0.0 0.87 25.68 473 236 100.6 0.000 2D25 2D25 2P10-200 B108 x 0.5 -5.23 28.97 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.0 -27.76 34.54 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 0.27 46.08 473 236 100.6 0.000 2D25 2D25 2P10-200 B109 x 0.5 -11.95 49.96 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.0 -49.02 56.39 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 0.47 46.51 473 236 100.6 0.000 2D25 2D25 2P10-200 B110 x 0.5 -11.76 50.40 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.0 -49.38 56.83 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 300 0.0 0.86 24.61 473 236 100.6 0.000 2D25 2D25 2P10-200 B111 x 0.5 -4.98 30.05 473 236 100.6 0.000 2D25 2D25 2P10-200 500 1.1 -31.81 37.01 473 236 100.6 0.000 2D25 2D25 2P10-200 LT1 150 0.0 -0.96 3.70 236 118 50.3 0.000 2D13 2D13 2P 8-200 B112 x 9.7 13.80 -7.89 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 19.3 -34.10 30.27 253 126 50.3 0.000 2D13 2D13 2P 8-200 LT1 150 0.0 -0.97 3.10 236 118 50.3 0.000 2D13 2D13 2P 8-200 B113 x 9.7 12.34 -7.39 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 19.3 -27.31 25.97 236 118 50.3 0.000 2D13 2D13 2P 8-200

Page 95: Hitungan Str Kost Pogung

No.Lembar : 92

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : ANALISIS BALOK

Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- LT1 150 0.0 -13.86 -16.63 236 118 50.3 0.000 2D13 2D13 2P 8-200 B114 x 1.5 4.77 -5.76 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 3.0 -12.03 15.81 236 118 50.3 0.000 2D13 2D13 2P 8-200 LT1 150 0.0 -1.37 -3.70 236 118 50.3 0.000 2D13 2D13 2P 8-200 B115 x 8.2 17.58 -2.58 236 118 50.3 0.000 2D13 2D13 2P 8-200 500 16.3 -1.11 3.10 236 118 50.3 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.63 -14.85 156 78 30.2 0.000 2D13 2D13 2P 8-200 B70 x 0.6 -1.96 -10.47 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 0.75 -6.15 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.41 -14.11 153 77 30.2 0.000 2D13 2D13 2P 8-200 B71 x 0.6 -1.74 -9.73 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 -0.81 -5.55 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.90 -15.04 159 80 30.2 0.000 2D13 2D13 2P 8-200 B72 x 0.6 -1.92 -10.65 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 0.84 -6.37 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.93 -14.95 160 80 30.2 0.000 2D13 2D13 2P 8-200 B74 x 0.6 -1.86 -10.57 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 0.81 -6.33 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -13.03 -14.19 161 81 30.2 0.000 2D13 2D13 2P 8-200 B75 x 0.6 -1.39 -9.82 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 -1.01 -5.91 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.36 -14.22 153 76 30.2 0.000 2D13 2D13 2P 8-200 B76 x 0.6 -1.91 -9.84 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 -0.75 -5.47 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.98 -14.96 160 80 30.2 0.000 2D13 2D13 2P 8-200 B77 x 0.6 -1.84 -10.58 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 0.81 -6.40 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.22 -14.03 151 75 30.2 0.000 2D13 2D13 2P 8-200 B78 x 0.6 -1.79 -9.65 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 -0.84 -5.38 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -12.34 -14.12 152 76 30.2 0.000 2D13 2D13 2P 8-200 B80 x 0.6 -1.74 -9.74 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 -0.81 -5.50 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -13.44 -14.88 166 83 30.2 0.000 2D13 2D13 2P 8-200 B81 x 0.6 -1.44 -10.54 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.2 1.01 -6.62 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 1.76 -6.15 142 71 30.2 0.000 2D13 2D13 2P 8-200 B83 x 0.8 3.90 -1.06 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.5 1.77 5.47 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 1.33 -5.55 142 71 30.2 0.000 2D13 2D13 2P 8-200 B85 x 0.8 3.42 1.31 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.5 -1.80 6.40 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -1.66 -6.37 142 71 30.2 0.000 2D13 2D13 2P 8-200 B88 x 0.8 3.48 -1.28 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.5 1.50 5.38 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 -1.66 -6.33 142 71 30.2 0.000 2D13 2D13 2P 8-200 B93 x 0.8 3.45 -1.24 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.5 1.39 5.50 142 71 30.2 0.000 2D13 2D13 2P 8-200 DSR 150 0.0 1.41 -5.91 142 71 30.2 0.000 2D13 2D13 2P 8-200 B95 x 0.8 3.50 1.53 142 71 30.2 0.000 2D13 2D13 2P 8-200 300 1.5 -1.56 6.62 142 71 30.2 0.000 2D13 2D13 2P 8-200 -----------------------------------------------------------------------------------

Page 96: Hitungan Str Kost Pogung

No.Lembar : 93

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 97: Hitungan Str Kost Pogung

No.Lembar : 94

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 98: Hitungan Str Kost Pogung

No.Lembar : 95

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 99: Hitungan Str Kost Pogung

No.Lembar : 96

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 100: Hitungan Str Kost Pogung

No.Lembar : 97

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 101: Hitungan Str Kost Pogung

No.Lembar : 98

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 102: Hitungan Str Kost Pogung

No.Lembar : 99

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 103: Hitungan Str Kost Pogung

No.Lembar : 100

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 104: Hitungan Str Kost Pogung

No.Lembar : 101

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 105: Hitungan Str Kost Pogung

No.Lembar : 102

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA BALOK

Page 106: Hitungan Str Kost Pogung

No.Lembar : 103

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

ATP C3 KL140 MAX 0.0000 -55.50 4.77 18.98 0.133 22.076 7.203 3.2000 -46.79 4.77 18.98 0.133 -10.988 9.102 ATP C3 KL140 MIN 0.0000 -102.28 -2.89 5.93 -0.034 7.826 -0.694 3.2000 -89.77 -2.89 5.93 -0.034 -38.841 -8.631 ATP C4 KL140 MAX 0.0000 -55.36 6.89 -10.24 0.133 -17.009 10.884 3.2000 -46.65 6.89 -10.24 0.133 44.615 8.410 ATP C4 KL140 MIN 0.0000 -102.20 -2.93 -24.52 -0.034 -34.077 -1.113 3.2000 -89.52 -2.93 -24.52 -0.034 15.625 -11.353 ATP C6 KL140 MAX 0.0000 -86.82 -3.56 40.13 0.393 62.493 -7.611 3.2000 -71.58 -3.56 40.13 0.393 -18.907 52.873 ATP C6 KL140 MIN 0.0000 -155.94 -29.24 13.08 -0.101 22.688 -40.940 3.2000 -134.29 -29.24 13.08 -0.101 -66.186 3.544 ATP C7 KL140 MAX 0.0000 -128.33 14.64 18.98 0.393 38.345 47.511 3.2000 -113.09 14.64 18.98 0.393 31.228 47.909 ATP C7 KL140 MIN 0.0000 -223.06 -10.03 -16.75 -0.101 -23.688 9.041 3.2000 -202.73 -10.03 -16.75 -0.101 -23.645 -6.141 ATP C9 KL140 MAX 0.0000 -173.77 20.33 18.70 0.393 23.588 37.961 3.2000 -158.53 20.33 18.70 0.393 20.660 52.764 ATP C9 KL140 MIN 0.0000 -290.98 -33.00 -15.57 -0.101 -30.377 -53.290 3.2000 -270.66 -33.00 -15.57 -0.101 -37.420 -27.648 ATP C10 KL140 MAX 0.0000 -146.21 24.26 -2.93 0.393 -3.617 44.432 3.2000 -130.97 24.26 -2.93 0.393 66.957 45.226 ATP C10 KL140 MIN 0.0000 -250.10 -28.83 -43.34 -0.101 -72.255 -47.399 3.2000 -229.78 -28.83 -43.34 -0.101 5.351 -33.688 ATP C11 KL140 MAX 0.0000 -39.86 4.89 2.21 0.133 1.904 10.765 3.2000 -31.15 4.89 2.21 0.133 13.722 17.013 ATP C11 KL140 MIN 0.0000 -72.62 -7.83 -8.18 -0.034 -12.585 -8.311 3.2000 -59.68 -7.83 -8.18 -0.034 -5.272 -5.185 ATP C13 KL140 MAX 0.0000 -105.59 0.80 46.44 0.393 89.605 -13.402 3.2000 -90.35 0.80 46.44 0.393 -10.719 54.988 ATP C13 KL140 MIN 0.0000 -177.96 -46.69 10.08 -0.101 21.219 -94.701 3.2000 -154.25 -46.69 10.08 -0.101 -59.315 -16.264 ATP C14 KL140 MAX 0.0000 -98.56 5.22 14.86 0.393 24.087 -11.708 3.2000 -83.32 5.22 14.86 0.393 32.325 16.152 ATP C14 KL140 MIN 0.0000 -178.19 -31.84 -20.37 -0.101 -33.280 -88.457 3.2000 -157.87 -31.84 -20.37 -0.101 -23.847 -31.207 ATP C15 KL140 MAX 0.0000 -89.69 9.76 14.18 0.393 20.082 -0.186 3.2000 -74.45 9.76 14.18 0.393 30.744 24.235 ATP C15 KL140 MIN 0.0000 -174.06 -34.41 -22.23 -0.101 -40.787 -87.924 3.2000 -153.74 -34.41 -22.23 -0.101 -25.641 -33.564 ATP C16 KL140 MAX 0.0000 -72.24 13.99 -2.59 0.393 -9.374 11.992 3.2000 -57.00 13.99 -2.59 0.393 56.637 23.899 ATP C16 KL140 MIN 0.0000 -145.25 -29.70 -42.90 -0.101 -80.925 -73.634 3.2000 -124.93 -29.70 -42.90 -0.101 -1.328 -35.358 ATP C17 KL140 MAX 0.0000 -85.25 5.91 0.84 0.133 -0.711 8.095 3.2000 -76.54 5.91 0.84 0.133 13.834 20.347 ATP C17 KL140 MIN 0.0000 -142.47 -14.50 -8.16 -0.034 -12.552 -26.282 3.2000 -128.92 -14.50 -8.16 -0.034 -3.652 -11.112 ATP C19 KL140 MAX 0.0000 -104.22 51.27 51.04 0.393 95.455 105.028 3.1000 -89.46 51.27 51.04 0.393 0.543 14.273 ATP C19 KL140 MIN 0.0000 -183.14 1.74 3.61 -0.101 11.376 19.375 3.1000 -160.17 1.74 3.61 -0.101 -63.132 -54.210 ATP C20 KL140 MAX 0.0000 -85.54 41.11 18.09 0.393 31.588 103.155 3.1000 -70.77 41.11 18.09 0.393 43.222 18.867 ATP C20 KL140 MIN 0.0000 -170.71 1.15 -26.86 -0.101 -40.391 22.157 3.1000 -151.02 1.15 -26.86 -0.101 -24.801 -24.556

Page 107: Hitungan Str Kost Pogung

No.Lembar : 104

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

ATP C21 KL140 MAX 0.0000 -153.29 28.41 28.42 0.393 26.359 92.133 3.2000 -138.05 28.41 28.42 0.393 0.060 47.235 ATP C21 KL140 MIN 0.0000 -263.33 -9.47 -12.11 -0.101 -40.942 10.297 3.2000 -240.90 -9.47 -12.11 -0.101 -66.893 -5.447 ATP C22 KL140 MAX 0.0000 -145.81 25.60 -8.61 0.393 -5.370 82.583 3.2000 -130.57 25.60 -8.61 0.393 91.527 49.164 ATP C22 KL140 MIN 0.0000 -250.78 -13.21 -54.66 -0.101 -83.941 -0.119 3.2000 -227.08 -13.21 -54.66 -0.101 21.762 -6.401 ATP C23 KL140 MAX 0.0000 -64.96 19.11 2.53 0.133 0.525 34.494 3.2000 -56.25 19.11 2.53 0.133 9.482 5.484 ATP C23 KL140 MIN 0.0000 -112.31 -2.03 -6.45 -0.034 -11.368 -1.174 3.2000 -98.76 -2.03 -6.45 -0.034 -7.773 -26.905 ATP C25 KL140 MAX 0.0000 -88.40 32.05 43.36 0.393 72.134 46.810 3.2000 -73.16 32.05 43.36 0.393 -17.141 -4.751 ATP C25 KL140 MIN 0.0000 -158.26 5.21 14.05 -0.101 27.513 11.673 3.2000 -135.94 5.21 14.05 -0.101 -66.947 -56.045 ATP C26 KL140 MAX 0.0000 -165.95 9.61 21.15 0.393 38.623 12.369 3.2000 -150.71 9.61 21.15 0.393 30.549 27.202 ATP C26 KL140 MIN 0.0000 -286.14 -14.52 -17.69 -0.101 -26.633 -19.707 3.2000 -265.82 -14.52 -17.69 -0.101 -29.593 -18.931 ATP C27 KL140 MAX 0.0000 -232.03 5.96 26.93 0.393 31.115 7.658 3.2000 -216.79 5.96 26.93 0.393 10.718 35.238 ATP C27 KL140 MIN 0.0000 -388.02 -19.16 -13.22 -0.101 -33.934 -26.676 3.2000 -367.70 -19.16 -13.22 -0.101 -57.454 -12.152 ATP C28 KL140 MAX 0.0000 -197.26 13.34 -4.78 0.393 -1.334 19.737 3.2000 -182.02 13.34 -4.78 0.393 80.501 25.221 ATP C28 KL140 MIN 0.0000 -332.26 -13.74 -47.44 -0.101 -72.059 -19.405 3.2000 -309.77 -13.74 -47.44 -0.101 13.352 -23.758 ATP C29 KL140 MAX 0.0000 -60.22 6.44 2.72 0.133 1.810 9.982 3.2000 -51.51 6.44 2.72 0.133 10.727 8.492 ATP C29 KL140 MIN 0.0000 -104.50 -4.91 -6.70 -0.034 -10.930 -7.390 3.2000 -90.95 -4.91 -6.70 -0.034 -7.076 -10.826 LT4 C3 KL140 MAX 0.0000 -198.76 64.08 63.85 1.036 94.257 97.201 2.7500 -178.17 64.08 63.85 1.036 44.100 50.344 LT4 C3 KL140 MIN 0.0000 -464.14 -43.68 -27.89 -1.123 -33.648 -70.704 2.7500 -436.70 -43.68 -27.89 -1.123 -82.423 -79.924 LT4 C4 KL140 MAX 0.0000 -156.05 64.07 7.81 1.036 6.073 96.519 2.7500 -135.47 64.07 7.81 1.036 115.193 46.619 LT4 C4 KL140 MIN 0.0000 -404.33 -41.09 -86.72 -1.123 -124.197 -67.113 2.7500 -376.88 -41.09 -86.72 -1.123 -16.282 -80.379 LT4 C6 KL140 MAX 0.0000 -161.12 17.71 46.07 0.415 64.300 20.958 2.7500 -148.03 17.71 46.07 0.415 8.430 61.978 LT4 C6 KL140 MIN 0.0000 -350.78 -44.05 -5.03 -0.450 -6.224 -59.973 2.7500 -333.31 -44.05 -5.03 -0.450 -63.283 -28.528 LT4 C7 KL140 MAX 0.0000 -381.28 59.87 50.22 0.415 72.305 79.207 2.7500 -368.18 59.87 50.22 0.415 33.286 5.611 LT4 C7 KL140 MIN 0.0000 -675.49 -4.01 -24.38 -0.450 -35.490 -6.913 2.7500 -658.02 -4.01 -24.38 -0.450 -67.653 -86.988 LT4 C9 KL140 MAX 0.0000 -384.11 37.90 27.64 0.415 39.568 54.008 2.7500 -371.02 37.90 27.64 0.415 50.399 74.227 LT4 C9 KL140 MIN 0.0000 -653.42 -56.17 -37.27 -0.450 -53.742 -81.730 2.7500 -635.96 -56.17 -37.27 -0.450 -38.110 -51.631 LT4 C10 KL140 MAX 0.0000 -315.00 34.90 23.81 0.415 35.300 49.729 2.7500 -301.90 34.90 23.81 0.415 65.336 68.202 LT4 C10 KL140 MIN 0.0000 -525.99 -51.78 -49.59 -0.450 -72.388 -75.321 2.7500 -508.53 -51.78 -49.59 -0.450 -31.486 -47.317

Page 108: Hitungan Str Kost Pogung

No.Lembar : 105

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT4 C11 KL140 MAX 0.0000 -95.52 27.19 29.65 0.444 44.175 35.448 2.7500 -82.22 27.19 29.65 0.444 48.669 29.845 LT4 C11 KL140 MIN 0.0000 -254.21 -26.09 -38.17 -0.481 -56.838 -42.356 2.7500 -236.47 -26.09 -38.17 -0.481 -37.918 -39.762 LT4 C12 KL140 MAX 0.0000 -67.33 17.51 -0.40 0.415 -3.634 16.435 2.7500 -54.24 17.51 -0.40 0.415 89.105 63.134 LT4 C12 KL140 MIN 0.0000 -155.90 -45.86 -67.57 -0.450 -97.113 -63.375 2.7500 -138.43 -45.86 -67.57 -0.450 -2.874 -32.097 LT4 C13 KL140 MAX 0.0000 -399.42 8.18 69.36 0.415 92.947 12.925 2.7500 -386.33 8.18 69.36 0.415 11.683 131.320 LT4 C13 KL140 MIN 0.0000 -653.94 -97.51 -12.34 -0.450 -23.903 -138.579 2.7500 -634.72 -97.51 -12.34 -0.450 -99.724 -11.110 LT4 C14 KL140 MAX 0.0000 -522.94 4.56 33.56 0.415 48.586 13.764 2.7500 -509.84 4.56 33.56 0.415 43.879 143.327 LT4 C14 KL140 MIN 0.0000 -880.93 -100.01 -32.31 -0.450 -47.276 -133.939 2.7500 -863.47 -100.01 -32.31 -0.450 -46.072 -0.659 LT4 C15 KL140 MAX 0.0000 -502.04 6.52 30.61 0.415 46.074 15.293 2.7500 -488.95 6.52 30.61 0.415 52.608 134.664 LT4 C15 KL140 MIN 0.0000 -866.49 -95.55 -37.49 -0.450 -52.742 -130.186 2.7500 -849.02 -95.55 -37.49 -0.450 -40.354 -4.406 LT4 C16 KL140 MAX 0.0000 -380.96 9.97 15.10 0.415 23.127 18.209 2.7500 -367.87 9.97 15.10 0.415 86.968 115.880 LT4 C16 KL140 MIN 0.0000 -673.12 -83.24 -65.57 -0.450 -95.196 -114.594 2.7500 -655.66 -83.24 -65.57 -0.450 -20.126 -10.570 LT4 C17 KL140 MAX 0.0000 -186.25 19.22 24.86 0.444 37.136 32.534 2.7500 -172.94 19.22 24.86 0.444 51.859 91.445 LT4 C17 KL140 MIN 0.0000 -358.94 -69.82 -40.64 -0.481 -60.803 -101.356 2.7500 -341.20 -69.82 -40.64 -0.481 -32.135 -21.038 LT4 C18 KL140 MAX 0.0000 -69.89 18.48 66.71 0.415 96.199 18.134 2.7500 -56.79 18.48 66.71 0.415 3.014 65.262 LT4 C18 KL140 MIN 0.0000 -154.29 -46.94 0.48 -0.450 3.975 -64.232 2.7500 -136.82 -46.94 0.48 -0.450 -87.638 -33.089 LT4 C19 KL140 MAX 0.0000 -396.11 95.44 69.44 0.415 92.871 136.020 2.7000 -383.26 95.44 69.44 0.415 16.793 14.649 LT4 C19 KL140 MIN 0.0000 -662.19 -11.05 -16.02 -0.450 -28.168 -16.729 2.7000 -645.04 -11.05 -16.02 -0.450 -96.587 -123.340 LT4 C20 KL140 MAX 0.0000 -510.79 93.70 35.79 0.415 49.890 126.089 2.7000 -497.93 93.70 35.79 0.415 43.677 7.151 LT4 C20 KL140 MIN 0.0000 -893.72 -8.86 -34.64 -0.450 -52.147 -18.660 2.7000 -876.57 -8.86 -34.64 -0.450 -49.102 -128.986 LT4 C21 KL140 MAX 0.0000 -517.83 92.76 23.63 0.415 40.338 124.379 2.7000 -504.97 92.76 23.63 0.415 79.267 2.312 LT4 C21 KL140 MIN 0.0000 -883.15 -5.70 -56.63 -0.450 -76.235 -14.893 2.7000 -866.01 -5.70 -56.63 -0.450 -25.882 -128.107 LT4 C22 KL140 MAX 0.0000 -399.65 80.35 27.58 0.415 37.479 108.423 2.7000 -386.79 80.35 27.58 0.415 66.071 9.488 LT4 C22 KL140 MIN 0.0000 -691.52 -10.19 -53.25 -0.450 -79.549 -19.421 2.7000 -674.37 -10.19 -53.25 -0.450 -38.817 -110.028 LT4 C23 KL140 MAX 0.0000 -175.77 64.07 23.42 0.444 36.779 92.734 2.7500 -162.46 64.07 23.42 0.444 60.003 24.834 LT4 C23 KL140 MIN 0.0000 -353.83 -22.00 -46.05 -0.481 -67.539 -36.376 2.7500 -336.09 -22.00 -46.05 -0.481 -28.538 -84.195 LT4 C25 KL140 MAX 0.0000 -174.15 40.02 48.88 0.415 64.464 55.612 2.7500 -161.05 40.02 48.88 0.415 7.449 34.322 LT4 C25 KL140 MIN 0.0000 -367.27 -21.24 -5.89 -0.450 -9.661 -24.920 2.7500 -349.81 -21.24 -5.89 -0.450 -70.977 -55.279

Page 109: Hitungan Str Kost Pogung

No.Lembar : 106

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT4 C26 KL140 MAX 0.0000 -370.51 25.77 45.47 0.415 65.797 38.912 2.7500 -357.41 25.77 45.47 0.415 41.570 46.058 LT4 C26 KL140 MIN 0.0000 -656.83 -28.90 -31.26 -0.450 -46.216 -34.975 2.7500 -639.37 -28.90 -31.26 -0.450 -61.127 -33.414 LT4 C27 KL140 MAX 0.0000 -426.90 20.45 30.95 0.415 49.238 31.600 2.7500 -413.80 20.45 30.95 0.415 66.943 47.618 LT4 C27 KL140 MIN 0.0000 -737.25 -30.79 -46.96 -0.450 -64.311 -38.734 2.7500 -716.88 -30.79 -46.96 -0.450 -37.938 -26.215 LT4 C28 KL140 MAX 0.0000 -323.35 18.40 27.82 0.415 38.671 27.811 2.7500 -310.26 18.40 27.82 0.415 63.302 42.318 LT4 C28 KL140 MIN 0.0000 -584.58 -27.82 -49.53 -0.450 -74.555 -35.482 2.7500 -564.20 -27.82 -49.53 -0.450 -39.462 -24.006 LT4 C29 KL140 MAX 0.0000 -116.93 22.65 28.13 0.444 43.267 36.270 2.7500 -103.62 22.65 28.13 0.444 56.271 38.526 LT4 C29 KL140 MIN 0.0000 -281.24 -27.45 -42.80 -0.481 -62.137 -37.512 2.7500 -263.50 -27.45 -42.80 -0.481 -34.791 -26.528 LT3 C1 KL140 MAX 0.0000 -55.36 -3.37 71.08 1.404 110.657 -30.044 2.7500 -34.78 -3.37 71.08 1.404 34.018 115.865 LT3 C1 KL140 MIN 0.0000 -151.72 -87.60 -10.10 -1.038 5.919 -125.532 2.7500 -124.28 -87.60 -10.10 -1.038 -85.141 -21.272 LT3 C2 KL140 MAX 0.0000 -51.04 -3.56 9.19 1.404 -7.469 -31.268 2.7500 -30.46 -3.56 9.19 1.404 86.927 112.051 LT3 C2 KL140 MIN 0.0000 -155.02 -84.39 -73.03 -1.038 -114.224 -120.287 2.7500 -127.58 -84.39 -73.03 -1.038 -33.046 -21.749 LT3 C3 KL140 MAX 0.0000 -347.87 87.66 63.38 1.404 107.232 143.553 2.7500 -327.29 87.66 63.38 1.404 12.142 60.679 LT3 C3 KL140 MIN 0.0000 -849.07 -42.81 0.06 -1.038 10.267 -58.878 2.7500 -821.62 -42.81 0.06 -1.038 -69.108 -99.365 LT3 C4 KL140 MAX 0.0000 -257.93 86.73 -11.89 1.404 -26.720 140.722 2.7500 -237.34 86.73 -11.89 1.404 88.457 54.072 LT3 C4 KL140 MIN 0.0000 -725.90 -36.34 -78.12 -1.038 -128.070 -47.268 2.7500 -698.46 -36.34 -78.12 -1.038 4.342 -99.224 LT3 C6 KL140 MAX 0.0000 -225.81 20.31 62.89 1.404 92.296 24.978 2.7500 -205.23 20.31 62.89 1.404 8.089 86.269 LT3 C6 KL140 MIN 0.0000 -593.10 -69.05 1.84 -1.038 11.507 -104.992 2.7500 -565.66 -69.05 1.84 -1.038 -82.341 -32.223 LT3 C7 KL140 MAX 0.0000 -607.25 76.63 82.60 1.404 127.573 113.730 2.7000 -587.04 76.63 82.60 1.404 58.036 26.718 LT3 C7 KL140 MIN 0.0000 -1164.89 -17.11 -49.08 -1.038 -77.410 -22.122 2.7000 -1137.95 -17.11 -49.08 -1.038 -98.431 -95.881 LT3 C9 KL140 MAX 0.0000 -578.39 71.74 48.53 1.404 76.323 109.123 2.7500 -557.81 71.74 48.53 1.404 82.596 116.466 LT3 C9 KL140 MIN 0.0000 -1075.08 -93.93 -64.50 -1.038 -97.460 -144.218 2.7500 -1047.63 -93.93 -64.50 -1.038 -59.799 -90.558 LT3 C10 KL140 MAX 0.0000 -456.58 68.09 42.80 1.404 63.818 102.749 2.7500 -436.00 68.09 42.80 1.404 114.515 103.626 LT3 C10 KL140 MIN 0.0000 -848.70 -83.38 -93.27 -1.038 -144.095 -127.437 2.7500 -821.25 -83.38 -93.27 -1.038 -55.973 -86.302 LT3 C11 KL140 MAX 0.0000 -113.04 35.26 29.56 0.602 49.001 63.244 2.7000 -99.98 35.26 29.56 0.602 40.850 27.987 LT3 C11 KL140 MIN 0.0000 -467.57 -19.14 -36.68 -0.445 -59.164 -24.495 2.7000 -450.15 -19.14 -36.68 -0.445 -31.766 -32.767 LT3 C12 KL140 MAX 0.0000 -230.31 12.96 -19.17 1.404 -41.536 24.133 2.7500 -209.72 12.96 -19.17 1.404 160.607 77.094 LT3 C12 KL140 MIN 0.0000 -586.53 -57.43 -125.28 -1.038 -184.012 -82.100 2.7500 -559.09 -57.43 -125.28 -1.038 9.959 -12.736

Page 110: Hitungan Str Kost Pogung

No.Lembar : 107

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT3 C13 KL140 MAX 0.0000 -678.07 19.70 96.70 1.404 156.213 21.234 2.7500 -657.49 19.70 96.70 1.404 56.114 192.994 LT3 C13 KL140 MIN 0.0000 -1322.66 -161.13 -37.84 -1.038 -51.062 -253.211 2.7500 -1295.22 -161.13 -37.84 -1.038 -112.892 -35.875 LT3 C14 KL140 MAX 0.0000 -828.53 30.68 55.57 1.404 85.929 34.679 2.7500 -807.95 30.68 55.57 1.404 74.026 158.791 LT3 C14 KL140 MIN 0.0000 -1649.75 -136.26 -58.42 -1.038 -90.454 -219.469 2.7500 -1622.31 -136.26 -58.42 -1.038 -70.765 -53.181 LT3 C15 KL140 MAX 0.0000 -810.50 31.75 60.41 1.404 94.303 37.594 2.7500 -789.92 31.75 60.41 1.404 78.385 155.901 LT3 C15 KL140 MIN 0.0000 -1611.01 -132.07 -64.99 -1.038 -104.098 -210.648 2.7500 -1583.57 -132.07 -64.99 -1.038 -75.628 -53.053 LT3 C16 KL140 MAX 0.0000 -623.85 34.22 31.80 1.404 48.705 43.285 2.7500 -603.27 34.22 31.80 1.404 147.082 136.528 LT3 C16 KL140 MIN 0.0000 -1235.52 -114.11 -123.88 -1.038 -196.691 -179.833 2.7500 -1208.07 -114.11 -123.88 -1.038 -41.756 -53.400 LT3 C17 KL140 MAX 0.0000 -252.91 25.02 24.45 0.602 40.389 37.236 2.7500 -239.60 25.02 24.45 0.602 44.712 65.146 LT3 C17 KL140 MIN 0.0000 -615.49 -59.24 -38.54 -0.445 -62.767 -99.027 2.7500 -597.75 -59.24 -38.54 -0.445 -28.355 -32.873 LT3 C18 KL140 MAX 0.0000 -236.03 14.06 124.04 1.404 182.305 25.801 2.7500 -215.45 14.06 124.04 1.404 -9.633 80.160 LT3 C18 KL140 MIN 0.0000 -586.18 -59.98 19.08 -1.038 41.589 -86.093 2.7500 -558.74 -59.98 19.08 -1.038 -158.883 -14.135 LT3 C19 KL140 MAX 0.0000 -673.62 160.98 96.99 1.404 155.931 252.054 2.7500 -653.04 160.98 96.99 1.404 58.641 38.596 LT3 C19 KL140 MIN 0.0000 -1329.49 -22.70 -41.43 -1.038 -58.494 -26.793 2.7500 -1302.05 -22.70 -41.43 -1.038 -114.111 -193.681 LT3 C20 KL140 MAX 0.0000 -790.56 139.68 60.75 1.404 98.334 224.356 2.7500 -769.98 139.68 60.75 1.404 81.277 49.332 LT3 C20 KL140 MIN 0.0000 -1668.63 -27.99 -61.02 -1.038 -90.308 -30.995 2.7500 -1641.19 -27.99 -61.02 -1.038 -72.560 -163.167 LT3 C21 KL140 MAX 0.0000 -783.33 133.40 48.03 1.404 62.866 211.182 2.7500 -762.74 133.40 48.03 1.404 97.822 44.765 LT3 C21 KL140 MIN 0.0000 -1553.23 -25.42 -85.93 -1.038 -142.171 -28.277 2.7500 -1525.79 -25.42 -85.93 -1.038 -72.992 -158.906 LT3 C22 KL140 MAX 0.0000 -622.53 119.66 45.03 1.404 73.165 186.578 2.7500 -601.95 119.66 45.03 1.404 124.975 43.655 LT3 C22 KL140 MIN 0.0000 -1191.32 -27.20 -100.11 -1.038 -153.385 -33.595 2.7500 -1163.88 -27.20 -100.11 -1.038 -53.707 -145.079 LT3 C23 KL140 MAX 0.0000 -238.17 60.33 26.52 0.602 43.211 99.021 2.7500 -224.86 60.33 26.52 0.602 47.448 29.793 LT3 C23 KL140 MIN 0.0000 -629.83 -23.52 -42.18 -0.445 -70.068 -36.134 2.7500 -612.09 -23.52 -42.18 -0.445 -31.262 -68.208 LT3 C25 KL140 MAX 0.0000 -223.76 66.45 64.88 1.404 101.127 98.049 2.7500 -203.18 66.45 64.88 1.404 15.107 33.848 LT3 C25 KL140 MIN 0.0000 -586.70 -23.60 -2.30 -1.038 7.331 -32.395 2.7500 -559.26 -23.60 -2.30 -1.038 -78.807 -86.030 LT3 C26 KL140 MAX 0.0000 -487.20 46.42 80.88 1.404 124.747 60.872 2.7500 -466.62 46.42 80.88 1.404 73.034 41.435 LT3 C26 KL140 MIN 0.0000 -1033.82 -34.91 -57.94 -1.038 -88.946 -57.085 2.7500 -1006.38 -34.91 -57.94 -1.038 -100.437 -69.354 LT3 C27 KL140 MAX 0.0000 -578.14 39.35 63.26 1.404 90.863 48.962 2.7500 -557.56 39.35 63.26 1.404 86.412 42.599 LT3 C27 KL140 MIN 0.0000 -1130.65 -33.65 -74.50 -1.038 -121.436 -52.396 2.7500 -1103.21 -33.65 -74.50 -1.038 -86.199 -61.770

Page 111: Hitungan Str Kost Pogung

No.Lembar : 108

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT3 C28 KL140 MAX 0.0000 -433.65 35.71 50.95 1.404 82.271 44.678 2.7500 -413.07 35.71 50.95 1.404 118.037 36.935 LT3 C28 KL140 MIN 0.0000 -883.01 -28.33 -94.29 -1.038 -143.686 -43.910 2.7500 -855.57 -28.33 -94.29 -1.038 -60.248 -56.562 LT3 C29 KL140 MAX 0.0000 -127.35 24.45 30.57 0.602 49.702 35.476 2.7500 -114.04 24.45 30.57 0.602 43.176 22.400 LT3 C29 KL140 MIN 0.0000 -487.37 -20.36 -39.05 -0.445 -65.324 -34.467 2.7500 -469.63 -20.36 -39.05 -0.445 -35.496 -32.683 LT2 C1 KL140 MAX 0.0000 -204.11 8.84 94.81 0.721 142.449 -5.555 2.7000 -183.90 8.84 94.81 0.721 18.592 133.281 LT2 C1 KL140 MIN 0.0000 -482.42 -91.22 -11.78 -0.321 -17.331 -114.378 2.7000 -455.48 -91.22 -11.78 -0.321 -117.693 -30.786 LT2 C2 KL140 MAX 0.0000 -195.40 6.90 13.56 0.721 20.635 -13.607 2.7000 -175.19 6.90 13.56 0.721 116.216 134.270 LT2 C2 KL140 MIN 0.0000 -488.56 -87.24 -94.85 -0.321 -142.185 -103.040 2.7000 -461.62 -87.24 -94.85 -0.321 -18.202 -34.004 LT2 C3 KL140 MAX 0.0000 -560.80 139.85 118.43 0.721 192.035 202.104 2.7000 -540.59 139.85 118.43 0.721 23.541 110.604 LT2 C3 KL140 MIN 0.0000 -1397.45 -88.27 -15.62 -0.321 -22.683 -131.622 2.7000 -1370.50 -88.27 -15.62 -0.321 -131.936 -179.573 LT2 C4 KL140 MAX 0.0000 -454.37 144.42 8.91 0.721 10.497 206.617 2.7000 -434.16 144.42 8.91 0.721 142.592 108.757 LT2 C4 KL140 MIN 0.0000 -1248.20 -81.72 -125.25 -0.321 -201.984 -115.232 2.7000 -1221.26 -81.72 -125.25 -0.321 -19.846 -186.879 LT2 C6 KL140 MAX 0.0000 -258.23 53.43 77.58 0.721 116.673 77.477 2.7000 -238.02 53.43 77.58 0.721 41.865 101.802 LT2 C6 KL140 MIN 0.0000 -873.94 -56.47 -46.19 -0.321 -86.779 -56.598 2.7000 -847.00 -56.47 -46.19 -0.321 -96.816 -72.653 LT2 C7 KL140 MAX 0.0000 -812.13 73.98 87.60 0.721 126.284 84.333 2.7000 -791.92 73.98 87.60 0.721 86.387 64.681 LT2 C7 KL140 MIN 0.0000 -1656.05 -29.77 -64.83 -0.321 -93.732 -21.642 2.7000 -1629.11 -29.77 -64.83 -0.321 -115.434 -121.500 LT2 C9 KL140 MAX 0.0000 -761.25 99.17 69.12 0.721 101.572 132.090 2.7000 -741.04 99.17 69.12 0.721 101.921 153.704 LT2 C9 KL140 MIN 0.0000 -1491.34 -107.46 -86.19 -0.321 -135.239 -140.769 2.7000 -1464.39 -107.46 -86.19 -0.321 -89.539 -140.084 LT2 C10 KL140 MAX 0.0000 -586.31 94.08 67.75 0.721 101.963 117.274 2.7000 -566.10 94.08 67.75 0.721 127.190 148.552 LT2 C10 KL140 MIN 0.0000 -1159.43 -96.48 -97.65 -0.321 -140.061 -116.708 2.7000 -1132.49 -96.48 -97.65 -0.321 -84.519 -141.594 LT2 C11 KL140 MAX 0.0000 -124.87 42.45 49.35 0.309 75.412 48.471 2.7000 -111.81 42.45 49.35 0.309 63.426 43.514 LT2 C11 KL140 MIN 0.0000 -749.61 -34.63 -52.47 -0.137 -80.104 -54.621 2.7000 -732.19 -34.63 -52.47 -0.137 -59.702 -70.928 LT2 C12 KL140 MAX 0.0000 -416.46 16.92 32.26 0.721 71.135 -8.432 2.7000 -396.26 16.92 32.26 0.721 140.244 90.177 LT2 C12 KL140 MIN 0.0000 -1006.89 -52.50 -117.11 -0.321 -178.764 -54.401 2.7000 -979.95 -52.50 -117.11 -0.321 -18.580 -56.866 LT2 C13 KL140 MAX 0.0000 -1014.60 50.80 92.39 0.721 123.468 74.623 2.7000 -994.39 50.80 92.39 0.721 68.965 198.660 LT2 C13 KL140 MIN 0.0000 -1964.90 -138.27 -60.19 -0.321 -99.191 -180.505 2.7000 -1937.96 -138.27 -60.19 -0.321 -131.953 -68.104 LT2 C14 KL140 MAX 0.0000 -1232.93 50.12 76.29 0.721 117.409 65.790 2.7000 -1212.72 50.12 76.29 0.721 91.086 188.200 LT2 C14 KL140 MIN 0.0000 -2374.58 -122.66 -67.66 -0.321 -98.559 -149.832 2.7000 -2347.64 -122.66 -67.66 -0.321 -95.635 -76.187

Page 112: Hitungan Str Kost Pogung

No.Lembar : 109

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT2 C15 KL140 MAX 0.0000 -1199.27 44.90 31.61 0.721 17.436 46.722 2.7000 -1179.07 44.90 31.61 0.721 103.157 187.255 LT2 C15 KL140 MIN 0.0000 -2320.70 -118.88 -76.79 -0.321 -111.317 -140.385 2.7000 -2293.75 -118.88 -76.79 -0.321 -75.227 -81.096 LT2 C16 KL140 MAX 0.0000 -901.89 42.89 52.37 0.721 76.690 32.884 2.7000 -881.68 42.89 52.37 0.721 135.817 173.283 LT2 C16 KL140 MIN 0.0000 -1787.09 -106.96 -79.54 -0.321 -84.524 -120.759 2.7000 -1760.15 -106.96 -79.54 -0.321 -70.126 -88.203 LT2 C17 KL140 MAX 0.0000 -296.12 44.10 46.17 0.309 73.817 65.940 2.7000 -283.06 44.10 46.17 0.309 66.573 98.669 LT2 C17 KL140 MIN 0.0000 -900.05 -77.34 -57.64 -0.137 -91.588 -112.624 2.7000 -882.63 -77.34 -57.64 -0.137 -53.390 -55.630 LT2 C18 KL140 MAX 0.0000 -425.30 20.73 116.18 0.721 177.099 2.073 2.7000 -405.09 20.73 116.18 0.721 18.532 91.266 LT2 C18 KL140 MIN 0.0000 -1006.03 -56.70 -34.51 -0.321 -77.804 -64.706 2.7000 -979.09 -56.70 -34.51 -0.321 -139.865 -56.668 LT2 C19 KL140 MAX 0.0000 -1008.94 137.94 100.01 0.721 142.302 178.102 2.7000 -988.73 137.94 100.01 0.721 69.914 68.587 LT2 C19 KL140 MIN 0.0000 -1969.78 -52.28 -58.49 -0.321 -93.671 -78.022 2.7000 -1942.83 -52.28 -58.49 -0.321 -133.780 -200.069 LT2 C20 KL140 MAX 0.0000 -1166.91 126.20 76.92 0.721 112.917 153.051 2.7000 -1146.70 126.20 76.92 0.721 86.885 71.090 LT2 C20 KL140 MIN 0.0000 -2370.22 -47.84 -68.15 -0.321 -103.676 -64.329 2.7000 -2343.27 -47.84 -68.15 -0.321 -101.582 -194.299 LT2 C21 KL140 MAX 0.0000 -1126.26 120.46 56.16 0.721 90.287 141.299 2.7000 -1106.06 120.46 56.16 0.721 128.881 74.543 LT2 C21 KL140 MIN 0.0000 -2186.55 -44.01 -96.24 -0.321 -138.465 -50.253 2.7000 -2159.61 -44.01 -96.24 -0.321 -68.831 -190.297 LT2 C22 KL140 MAX 0.0000 -842.84 109.74 71.15 0.721 107.980 122.338 2.7000 -822.63 109.74 71.15 0.721 130.807 81.159 LT2 C22 KL140 MIN 0.0000 -1661.91 -40.93 -108.41 -0.321 -166.977 -34.092 2.7000 -1634.96 -40.93 -108.41 -0.321 -89.274 -179.036 LT2 C23 KL140 MAX 0.0000 -283.44 79.65 46.80 0.309 75.442 117.752 2.7000 -270.38 79.65 46.80 0.309 68.182 53.581 LT2 C23 KL140 MIN 0.0000 -939.87 -41.71 -55.84 -0.137 -85.189 -61.478 2.7000 -922.46 -41.71 -55.84 -0.137 -53.560 -99.949 LT2 C25 KL140 MAX 0.0000 -268.65 60.89 92.54 0.721 145.812 64.442 2.7000 -248.44 60.89 92.54 0.721 33.857 72.372 LT2 C25 KL140 MIN 0.0000 -881.20 -50.57 -38.51 -0.321 -74.115 -66.494 2.7000 -854.26 -50.57 -38.51 -0.321 -108.221 -102.322 LT2 C26 KL140 MAX 0.0000 -632.44 41.71 79.25 0.721 112.035 36.215 2.7000 -612.23 41.71 79.25 0.721 92.609 93.002 LT2 C26 KL140 MIN 0.0000 -1414.84 -54.12 -78.80 -0.321 -124.595 -58.094 2.7000 -1387.90 -54.12 -78.80 -0.321 -106.586 -81.429 LT2 C27 KL140 MAX 0.0000 -739.57 41.19 76.73 0.721 122.596 32.437 2.7000 -719.36 41.19 76.73 0.721 109.059 90.313 LT2 C27 KL140 MIN 0.0000 -1517.21 -42.79 -81.17 -0.321 -114.865 -29.687 2.7000 -1490.26 -42.79 -81.17 -0.321 -89.424 -83.335 LT2 C28 KL140 MAX 0.0000 -527.83 35.56 75.94 0.721 115.655 15.541 2.7000 -507.62 35.56 75.94 0.721 123.224 88.029 LT2 C28 KL140 MIN 0.0000 -1235.60 -34.46 -103.79 -0.321 -161.037 -9.607 2.7000 -1208.66 -34.46 -103.79 -0.321 -93.504 -85.171 LT2 C29 KL140 MAX 0.0000 -118.41 36.43 49.80 0.309 79.710 49.609 2.7000 -105.35 36.43 49.80 0.309 66.531 52.651 LT2 C29 KL140 MIN 0.0000 -738.99 -36.44 -56.72 -0.137 -88.670 -47.491 2.7000 -721.57 -36.44 -56.72 -0.137 -56.870 -50.569

Page 113: Hitungan Str Kost Pogung

No.Lembar : 110

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT1 C1 KL140 MAX 0.0000 -269.64 24.83 30.57 2.740 25.334 37.107 3.7000 -241.95 24.83 30.57 2.740 63.821 90.537 LT1 C1 KL140 MIN 0.0000 -730.52 -32.67 -23.45 -2.654 -28.132 -35.059 3.7000 -693.59 -32.67 -23.45 -2.654 -92.860 -59.574 LT1 C2 KL140 MAX 0.0000 -265.16 28.77 22.43 2.741 27.875 38.442 3.7000 -237.47 28.77 22.43 2.741 96.731 104.490 LT1 C2 KL140 MIN 0.0000 -733.15 -36.61 -31.76 -2.654 -25.913 -36.046 3.7000 -696.22 -36.61 -31.76 -2.654 -60.123 -73.180 LT1 C3 KL140 MAX 0.0000 -611.31 46.43 16.12 2.840 -0.591 44.105 3.7000 -583.62 46.43 16.12 2.840 35.716 119.774 LT1 C3 KL140 MIN 0.0000 -1819.84 -41.65 -9.67 -2.752 -12.756 -43.518 3.7000 -1782.91 -41.65 -9.67 -2.752 -72.167 -137.076 LT1 C4 KL140 MAX 0.0000 -486.80 52.49 8.41 2.839 15.015 45.287 3.7000 -459.10 52.49 8.41 2.839 78.234 135.568 LT1 C4 KL140 MIN 0.0000 -1642.57 -46.59 -17.49 -2.751 1.949 -45.977 3.7000 -1605.65 -46.59 -17.49 -2.751 -28.081 -158.258 LT1 C5 KL140 MAX 0.0000 -114.17 64.12 58.18 4.659 102.965 136.192 3.7000 -81.45 64.12 58.18 4.659 95.867 190.206 LT1 C5 KL140 MIN 0.0000 -403.60 -114.69 -57.31 -4.370 -120.600 -235.911 3.7000 -359.96 -114.69 -57.31 -4.370 -116.752 -102.848 LT1 C6 KL140 MAX 0.0000 -418.28 65.49 88.61 4.659 185.576 135.100 3.7000 -385.56 65.49 88.61 4.659 161.099 84.083 LT1 C6 KL140 MIN 0.0000 -1342.28 -64.99 -92.46 -4.370 -187.838 -167.757 3.7000 -1298.65 -64.99 -92.46 -4.370 -148.910 -118.733 LT1 C7 KL140 MAX 0.0000 -945.36 72.70 80.79 4.659 171.358 150.782 3.7000 -912.63 72.70 80.79 4.659 154.956 109.167 LT1 C7 KL140 MIN 0.0000 -2077.64 -74.33 -100.84 -4.370 -229.731 -179.628 3.7000 -2034.00 -74.33 -100.84 -4.370 -138.854 -132.230 LT1 C9 KL140 MAX 0.0000 -876.61 89.53 66.11 4.659 138.643 139.471 3.7000 -843.88 89.53 66.11 4.659 140.497 208.672 LT1 C9 KL140 MIN 0.0000 -1795.64 -98.80 -65.86 -4.370 -117.560 -166.282 3.7000 -1752.00 -98.80 -65.86 -4.370 -119.932 -201.411 LT1 C10 KL140 MAX 0.0000 -626.36 100.59 91.26 4.659 196.123 151.849 3.7000 -593.63 100.59 91.26 4.659 178.271 234.413 LT1 C10 KL140 MIN 0.0000 -1372.59 -111.28 -109.93 -4.370 -236.249 -185.243 3.7000 -1328.95 -111.28 -109.93 -4.370 -149.073 -228.441 LT1 C11 KL140 MAX 0.0000 -45.79 31.84 49.40 1.487 107.185 63.272 3.7000 -27.89 31.84 49.40 1.487 87.076 79.124 LT1 C11 KL140 MIN 0.0000 -974.23 -42.08 -53.63 -1.394 -115.369 -80.838 3.7000 -950.36 -42.08 -53.63 -1.394 -79.463 -58.832 LT1 C12 KL140 MAX 0.0000 -623.52 44.11 45.87 4.659 97.881 85.365 3.7000 -590.80 44.11 45.87 4.659 122.873 170.426 LT1 C12 KL140 MIN 0.0000 -1454.48 -121.99 -80.57 -4.370 -180.765 -287.869 3.7000 -1410.84 -121.99 -80.57 -4.370 -77.377 -84.937 LT1 C13 KL140 MAX 0.0000 -1240.87 64.20 77.83 4.659 172.372 132.538 3.7000 -1208.14 64.20 77.83 4.659 152.708 183.906 LT1 C13 KL140 MIN 0.0000 -2508.54 -124.64 -88.43 -4.370 -187.463 -287.827 3.7000 -2464.91 -124.64 -88.43 -4.370 -128.142 -115.662 LT1 C14 KL140 MAX 0.0000 -1433.14 76.72 78.87 4.659 169.964 153.890 3.7000 -1400.41 76.72 78.87 4.659 138.903 201.505 LT1 C14 KL140 MIN 0.0000 -2889.81 -133.23 -84.07 -4.370 -186.972 -304.574 3.7000 -2846.18 -133.23 -84.07 -4.370 -136.306 -143.331 LT1 C15 KL140 MAX 0.0000 -1324.94 71.01 55.03 4.659 148.017 127.257 3.7000 -1292.21 71.01 55.03 4.659 140.897 225.252 LT1 C15 KL140 MIN 0.0000 -2676.68 -134.64 -80.87 -4.370 -172.281 -286.327 3.7000 -2633.04 -134.64 -80.87 -4.370 -68.791 -149.147

Page 114: Hitungan Str Kost Pogung

No.Lembar : 111

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

LT1 C16 KL140 MAX 0.0000 -892.34 90.74 66.86 4.659 145.292 171.165 3.7000 -859.62 90.74 66.86 4.659 130.522 236.099 LT1 C16 KL140 MIN 0.0000 -2023.22 -127.27 -100.21 -4.370 -250.947 -246.134 3.7000 -1979.58 -127.27 -100.21 -4.370 -112.635 -176.106 LT1 C17 KL140 MAX 0.0000 -285.71 44.93 47.63 1.487 105.054 90.440 3.7000 -267.81 44.93 47.63 1.487 88.247 103.175 LT1 C17 KL140 MIN 0.0000 -1250.54 -57.85 -52.15 -1.394 -110.564 -117.273 3.7000 -1226.67 -57.85 -52.15 -1.394 -76.850 -82.310 LT1 C18 KL140 MAX 0.0000 -642.10 42.79 82.20 4.659 182.488 81.357 3.7000 -609.37 42.79 82.20 4.659 80.778 167.338 LT1 C18 KL140 MIN 0.0000 -1458.43 -120.88 -47.34 -4.370 -99.880 -286.814 3.7000 -1414.80 -120.88 -47.34 -4.370 -127.253 -84.009 LT1 C19 KL140 MAX 0.0000 -1265.43 124.87 76.49 4.659 165.113 286.982 3.7000 -1232.70 124.87 76.49 4.659 142.251 113.834 LT1 C19 KL140 MIN 0.0000 -2552.17 -63.58 -86.62 -4.370 -191.181 -132.085 3.7000 -2508.53 -63.58 -86.62 -4.370 -130.559 -185.890 LT1 C20 KL140 MAX 0.0000 -1429.07 134.10 81.02 4.659 184.241 304.861 3.7000 -1396.34 134.10 81.02 4.659 134.721 141.655 LT1 C20 KL140 MIN 0.0000 -2976.94 -75.93 -76.63 -4.370 -164.691 -152.335 3.7000 -2933.31 -75.93 -76.63 -4.370 -131.033 -204.579 LT1 C21 KL140 MAX 0.0000 -1370.16 130.58 68.18 4.659 146.697 276.422 3.7000 -1337.44 130.58 68.18 4.659 158.170 151.039 LT1 C21 KL140 MIN 0.0000 -2738.99 -69.17 -97.04 -4.370 -214.793 -118.440 3.7000 -2695.36 -69.17 -97.04 -4.370 -119.132 -220.566 LT1 C22 KL140 MAX 0.0000 -980.98 127.87 75.67 4.659 163.282 248.896 3.7000 -948.25 127.87 75.67 4.659 189.390 180.253 LT1 C22 KL140 MIN 0.0000 -2071.78 -88.13 -116.57 -4.370 -252.919 -157.314 3.7000 -2028.14 -88.13 -116.57 -4.370 -127.363 -236.013 LT1 C23 KL140 MAX 0.0000 -274.75 59.46 46.41 1.487 102.698 120.256 3.7000 -256.85 59.46 46.41 1.487 81.271 79.631 LT1 C23 KL140 MIN 0.0000 -1252.82 -43.42 -49.97 -1.394 -109.320 -87.303 3.7000 -1228.95 -43.42 -49.97 -1.394 -74.572 -106.256 LT1 C24 KL140 MAX 0.0000 -95.68 74.43 95.12 4.659 196.748 151.286 3.7000 -62.95 74.43 95.12 4.659 85.776 125.017 LT1 C24 KL140 MIN 0.0000 -395.63 -72.23 -43.53 -4.370 -76.967 -143.519 3.7000 -351.99 -72.23 -43.53 -4.370 -156.883 -125.397 LT1 C25 KL140 MAX 0.0000 -446.59 63.83 89.83 4.659 188.605 151.757 3.7000 -413.86 63.83 89.83 4.659 137.741 105.540 LT1 C25 KL140 MIN 0.0000 -1377.24 -66.23 -82.28 -4.370 -173.415 -146.698 3.7000 -1333.61 -66.23 -82.28 -4.370 -150.381 -91.657 LT1 C26 KL140 MAX 0.0000 -779.61 75.12 75.96 4.659 168.033 173.553 3.7000 -746.89 75.12 75.96 4.659 153.217 121.141 LT1 C26 KL140 MIN 0.0000 -1867.54 -71.82 -88.26 -4.370 -183.148 -154.920 3.7000 -1823.90 -71.82 -88.26 -4.370 -122.514 -114.853 LT1 C27 KL140 MAX 0.0000 -855.75 74.93 77.48 4.659 162.789 149.307 3.7000 -823.02 74.93 77.48 4.659 138.187 125.051 LT1 C27 KL140 MIN 0.0000 -1924.85 -67.27 -85.70 -4.370 -189.110 -133.710 3.7000 -1881.21 -67.27 -85.70 -4.370 -133.970 -138.025 LT1 C28 KL140 MAX 0.0000 -584.19 86.16 80.08 4.659 172.595 165.708 3.7000 -551.46 86.16 80.08 4.659 182.104 145.865 LT1 C28 KL140 MIN 0.0000 -1626.25 -73.77 -111.24 -4.370 -237.724 -135.638 3.7000 -1582.62 -73.77 -111.24 -4.370 -131.715 -161.848 LT1 C29 KL140 MAX 0.0000 -67.66 38.82 47.49 1.487 103.954 78.825 3.7000 -49.76 38.82 47.49 1.487 84.179 63.169 LT1 C29 KL140 MIN 0.0000 -1017.35 -33.31 -51.53 -1.394 -110.584 -64.548 3.7000 -993.48 -33.31 -51.53 -1.394 -75.777 -69.388

Page 115: Hitungan Str Kost Pogung

No.Lembar : 112

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

DSR C1 KL140 MAX 0.0000 -296.58 25.40 31.11 2.740 138.948 130.031 3.6000 -269.64 25.40 31.11 2.740 25.334 37.107 DSR C1 KL140 MIN 0.0000 -766.44 -33.24 -23.98 -2.654 -116.083 -156.183 3.6000 -730.52 -33.24 -23.98 -2.654 -28.132 -35.059 DSR C2 KL140 MAX 0.0000 -292.11 29.34 22.96 2.741 112.158 145.720 3.6000 -265.16 29.34 22.96 2.741 27.875 38.442 DSR C2 KL140 MIN 0.0000 -769.07 -37.18 -32.30 -2.654 -144.019 -171.533 3.6000 -733.15 -37.18 -32.30 -2.654 -25.913 -36.046 DSR C3 KL140 MAX 0.0000 -638.25 46.99 16.66 2.840 63.090 219.154 3.6000 -611.31 46.99 16.66 2.840 -0.591 44.105 DSR C3 KL140 MIN 0.0000 -1855.76 -42.21 -10.21 -2.752 -52.541 -201.184 3.6000 -1819.84 -42.21 -10.21 -2.752 -12.756 -43.518 DSR C4 KL140 MAX 0.0000 -513.74 53.06 8.94 2.839 48.679 241.552 3.6000 -486.80 53.06 8.94 2.839 15.015 45.287 DSR C4 KL140 MIN 0.0000 -1678.50 -47.16 -18.02 -2.751 -65.612 -220.776 3.6000 -1642.57 -47.16 -18.02 -2.751 1.949 -45.977 DSR C5 KL140 MAX 0.0000 -144.89 39.95 40.08 2.699 121.540 179.082 3.1000 -117.47 39.95 40.08 2.699 32.890 65.664 DSR C5 KL140 MIN 0.0000 -678.06 -71.98 -54.07 -2.750 -136.021 -217.379 3.1000 -641.50 -71.98 -54.07 -2.750 -3.996 -4.691 DSR C6 KL140 MAX 0.0000 -537.26 60.22 92.91 2.893 220.924 209.858 3.1000 -509.84 60.22 92.91 2.893 66.071 37.703 DSR C6 KL140 MIN 0.0000 -1734.89 -84.20 -91.92 -2.949 -224.046 -232.400 3.1000 -1698.33 -84.20 -91.92 -2.949 -72.166 18.470 DSR C7 KL140 MAX 0.0000 -986.37 63.76 83.24 2.928 205.678 223.412 3.1000 -958.95 63.76 83.24 2.928 114.039 31.994 DSR C7 KL140 MIN 0.0000 -2422.15 -83.84 -113.68 -2.984 -245.703 -241.506 3.1000 -2385.59 -83.84 -113.68 -2.984 -59.265 15.466 DSR C8 KL140 MAX 0.0000 36.90 14.89 72.78 1.039 141.929 34.411 3.1000 51.90 14.89 72.78 1.039 110.971 53.406 DSR C8 KL140 MIN 0.0000 -207.83 -32.11 -87.29 -1.060 -159.972 -46.446 3.1000 -187.83 -32.11 -87.29 -1.060 -84.008 -12.043 DSR C9 KL140 MAX 0.0000 -1032.49 81.28 73.61 3.107 194.913 314.406 3.1000 -1005.07 81.28 73.61 3.107 -0.263 62.178 DSR C9 KL140 MIN 0.0000 -1944.12 -93.79 -54.56 -3.163 -175.030 -325.835 3.1000 -1907.56 -93.79 -54.56 -3.163 -38.886 -34.899 DSR C10 KL140 MAX 0.0000 -694.21 91.06 92.69 3.115 213.391 349.733 3.1000 -666.79 91.06 92.69 3.115 104.091 70.499 DSR C10 KL140 MIN 0.0000 -1599.88 -108.64 -108.10 -3.171 -235.974 -365.635 3.1000 -1563.32 -108.64 -108.10 -3.171 -78.710 -31.947 DSR C11 KL140 MAX 0.0000 48.12 36.85 53.79 1.010 115.821 99.896 3.1000 63.12 36.85 53.79 1.010 57.536 25.134 DSR C11 KL140 MIN 0.0000 -1178.99 -41.10 -57.16 -1.030 -122.136 -104.867 3.1000 -1158.99 -41.10 -57.16 -1.030 -53.337 -16.955 DSR C12 KL140 MAX 0.0000 -848.24 22.08 57.44 2.911 153.534 164.252 3.1000 -820.82 22.08 57.44 2.911 85.748 122.958 DSR C12 KL140 MIN 0.0000 -1897.61 -95.65 -85.21 -2.967 -182.440 -229.238 3.1000 -1861.05 -95.65 -85.21 -2.967 -28.508 40.211 DSR C13 KL140 MAX 0.0000 -1633.21 84.05 90.24 2.991 217.662 274.268 3.1000 -1605.79 84.05 90.24 2.991 71.432 111.447 DSR C13 KL140 MIN 0.0000 -3281.72 -136.74 -91.61 -3.048 -221.884 -320.379 3.1000 -3245.16 -136.74 -91.61 -3.048 -71.118 5.877 DSR C14 KL140 MAX 0.0000 -1801.68 93.23 79.65 2.982 197.971 301.940 3.1000 -1774.26 93.23 79.65 2.982 75.840 118.616 DSR C14 KL140 MIN 0.0000 -3632.06 -148.30 -89.12 -3.039 -210.866 -350.426 3.1000 -3595.50 -148.30 -89.12 -3.039 -58.975 3.757

Page 116: Hitungan Str Kost Pogung

No.Lembar : 113

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

DSR C15 KL140 MAX 0.0000 -1666.02 78.51 91.89 2.953 209.161 297.061 3.1000 -1638.60 78.51 91.89 2.953 65.483 86.209 DSR C15 KL140 MIN 0.0000 -3355.52 -134.42 -84.67 -3.010 -206.557 -346.519 3.1000 -3318.96 -134.42 -84.67 -3.010 -85.103 43.659 DSR C16 KL140 MAX 0.0000 -1075.04 99.01 79.27 2.993 202.808 334.652 3.1000 -1047.62 99.01 79.27 2.993 155.763 38.976 DSR C16 KL140 MIN 0.0000 -2536.62 -123.19 -133.69 -3.051 -266.401 -359.008 3.1000 -2500.06 -123.19 -133.69 -3.051 -49.987 18.133 DSR C17 KL140 MAX 0.0000 -226.59 47.24 51.64 1.035 111.351 116.391 3.1000 -211.59 47.24 51.64 1.035 51.952 52.635 DSR C17 KL140 MIN 0.0000 -1510.88 -57.07 -53.16 -1.055 -116.486 -128.328 3.1000 -1490.88 -57.07 -53.16 -1.055 -52.304 -34.090 DSR C18 KL140 MAX 0.0000 -861.96 23.77 92.74 2.912 198.401 167.781 3.1000 -834.54 23.77 92.74 2.912 26.308 121.154 DSR C18 KL140 MIN 0.0000 -1895.65 -96.47 -57.18 -2.968 -154.800 -230.133 3.1000 -1859.09 -96.47 -57.18 -2.968 -93.302 41.948 DSR C19 KL140 MAX 0.0000 -1626.77 142.18 85.75 2.989 212.548 332.039 3.1000 -1599.35 142.18 85.75 2.989 84.105 -9.460 DSR C19 KL140 MIN 0.0000 -3281.06 -80.46 -96.94 -3.047 -225.707 -266.883 3.1000 -3244.50 -80.46 -96.94 -3.047 -62.154 -117.283 DSR C20 KL140 MAX 0.0000 -1784.33 151.12 87.62 2.986 203.280 358.327 3.1000 -1756.91 151.12 87.62 2.986 57.493 -6.274 DSR C20 KL140 MIN 0.0000 -3705.91 -89.98 -80.36 -3.044 -201.602 -294.157 3.1000 -3669.35 -89.98 -80.36 -3.044 -78.144 -119.714 DSR C21 KL140 MAX 0.0000 -1710.66 139.88 73.43 2.987 191.405 368.192 3.1000 -1683.24 139.88 73.43 2.987 95.687 -48.715 DSR C21 KL140 MIN 0.0000 -3402.23 -80.09 -98.50 -3.044 -219.364 -306.032 3.1000 -3365.67 -80.09 -98.50 -3.044 -45.354 -87.026 DSR C22 KL140 MAX 0.0000 -1116.70 131.99 83.78 3.017 206.332 384.388 3.1000 -1089.28 131.99 83.78 3.017 122.565 -18.229 DSR C22 KL140 MIN 0.0000 -2491.05 -99.62 -118.04 -3.075 -250.745 -343.785 3.1000 -2454.49 -99.62 -118.04 -3.075 -60.288 -47.999 DSR C23 KL140 MAX 0.0000 -222.33 57.81 51.09 1.031 110.507 130.869 3.1000 -207.33 57.81 51.09 1.031 55.934 33.763 DSR C23 KL140 MIN 0.0000 -1520.92 -46.87 -54.72 -1.050 -117.371 -115.497 3.1000 -1500.92 -46.87 -54.72 -1.050 -51.408 -52.453 DSR C24 KL140 MAX 0.0000 -151.90 61.29 74.30 2.698 168.575 194.952 3.1000 -124.48 61.29 74.30 2.698 -20.752 7.556 DSR C24 KL140 MIN 0.0000 -719.78 -47.30 -32.23 -2.749 -122.335 -171.430 3.1000 -683.22 -47.30 -32.23 -2.749 -63.468 -27.451 DSR C25 KL140 MAX 0.0000 -637.78 79.15 89.85 2.899 211.828 234.002 3.1000 -610.36 79.15 89.85 2.899 66.766 -5.975 DSR C25 KL140 MIN 0.0000 -1882.99 -63.05 -89.20 -2.955 -214.994 -206.750 3.1000 -1846.43 -63.05 -89.20 -2.955 -71.811 -18.459 DSR C26 KL140 MAX 0.0000 -937.49 86.67 84.25 2.877 201.917 256.022 3.1000 -910.07 86.67 84.25 2.877 66.025 -9.540 DSR C26 KL140 MIN 0.0000 -2353.28 -68.21 -86.52 -2.933 -208.885 -227.173 3.1000 -2316.72 -68.21 -86.52 -2.933 -65.757 -23.160 DSR C27 KL140 MAX 0.0000 -1012.58 72.97 78.30 2.873 196.358 260.799 3.1000 -985.16 72.97 78.30 2.873 81.602 30.499 DSR C27 KL140 MIN 0.0000 -2321.68 -62.41 -93.28 -2.928 -214.436 -238.336 3.1000 -2285.12 -62.41 -93.28 -2.928 -52.896 -40.920 DSR C28 KL140 MAX 0.0000 -623.69 79.79 88.40 2.932 211.642 284.681 3.1000 -596.27 79.79 88.40 2.932 111.655 35.480 DSR C28 KL140 MIN 0.0000 -1935.76 -66.95 -113.97 -2.988 -247.035 -263.490 3.1000 -1899.20 -66.95 -113.97 -2.988 -67.474 -54.233

Page 117: Hitungan Str Kost Pogung

No.Lembar : 114

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : GAYA RENCANA KOLOM

C O L U M N F O R C E S

STORY COLUMN LOAD LOC P V2 V3 T M2 M3

DSR C29 KL140 MAX 0.0000 28.14 42.06 51.97 1.026 111.670 106.079 3.1000 43.14 42.06 51.97 1.026 55.743 16.155 DSR C29 KL140 MIN 0.0000 -1220.65 -35.48 -55.20 -1.046 -117.933 -96.543 3.1000 -1200.65 -35.48 -55.20 -1.046 -51.914 -27.098

Page 118: Hitungan Str Kost Pogung

No.Lembar : 115

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : DIAGRAM INTERAKSI KOLOM

Vc= kN Vu= kN Vs= kN

Dipasang sengkang : 4 P 10 - >>> Vsk = kN199.569 562.500

75 598.159550.431

Vc= kN Vu= kN Vs= kN

Dipasang sengkang : 4 P 10 - >>> Vsk = kN166.028 375.000 333.972

100 373.221

Page 119: Hitungan Str Kost Pogung

No.Lembar : 116

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : DIAGRAM INTERAKSI KOLOM

Vc= kN Vu= kN Vs= kN

Dipasang sengkang : 2 P 10 - >>> Vsk = kN104.350 156.250 103.983

100 131.947

Vc= kN Vu= kN Vs= kN

Dipasang sengkang : 2 P 8 - >>> Vsk = kN25.342 43.750 32.991

100 41.017

Page 120: Hitungan Str Kost Pogung

No.Lembar : 117

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA KOLOM

Page 121: Hitungan Str Kost Pogung

No.Lembar : 118

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA KOLOM

Page 122: Hitungan Str Kost Pogung

No.Lembar : 119

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA KOLOM

Page 123: Hitungan Str Kost Pogung

No.Lembar : 120

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA KOLOM

Page 124: Hitungan Str Kost Pogung

No.Lembar : 121

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA KOLOM

Page 125: Hitungan Str Kost Pogung

No.Lembar : 122

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

Page 126: Hitungan Str Kost Pogung

No.Lembar : 123

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

DASAR PERENCANAAN PONDASI:

Tegangan ijin σ tn = 5.00 kg/cm2 atau setara dengan kN/m2, dasar pondasi pada-2.200 meter dari muka tanah asli

Mutu beton fc' = 20 MPaMutu Baja tul. fy = 400 MPa

PONDASI TIPE : P1P u = 2720 kNh t = 700 mm c 1 = 450 mmh 2 = 500 mm c 2 = 650 mm

b 1 = 2.400 mb 2 = 2.400 m

Cek geser pons : b 0 = 4800 mm

MPa < 1.49 MPa

Tulangan lentur : w u = kN/m2

kN.m

A = 1260 mm2

Tul. Pokok : D 16 - 150 >A pk = 1340 mm2

Tul. Susut : P 10 - 200 >A ss = 393 mm2

PONDASI TIPE : P2P u = 1870 kNh t = 550 mm c 1 = 450 mmh 2 = 400 mm c 2 = 650 mm

b 1 = 2.000 mb 2 = 2.000 m

Cek geser pons : b 0 = 4200 mm

MPa < 1.49 MPa

Tulangan lentur : w u = kN/m2

kN.m

A = 1006 mm2

Tul. Pokok : D 16 - 150 >A tl = 1340 mm2

Tul. Susut : P 10 - 200 >A ss = 393 mm2

500.00

kN/m2

472.222

1.34

245.650

467.500

Berdasarkan hasil penyelidikan tanah dari CV. SANDY SOILINDO Yogyakarta, dapat diperoleh data perencanaan pondasi sebagai berikut:

kN/m2

1.37

>> σ =

472.222

157.174

>> σ = 467.500

==db

Pv u

u 0φ

== 2 21

xu lwM

==db

Pv u

u 0φ

== 2 21

xu lwM

='

31

cf

='

31

cf

Page 127: Hitungan Str Kost Pogung

No.Lembar : 124

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

PONDASI TIPE : P3P u = 1265 kNh t = 500 mm c 1 = 400 mmh 2 = 350 mm c 2 = 400 mm

b 1 = 1.700 mb 2 = 1.700 m

Cek geser pons : b 0 = 3400 mm

MPa < 1.49 MPa

Tulangan lentur : w u = kN/m2

kN.m

A = 900 mm2

Tul. Pokok : D 16 - 200 >A pk = 1005 mm2

Tul. Susut : P 10 - 200 >A ss = 393 mm2

PONDASI TIPE : P4P u = 885 kNh t = 400 mm c 1 = 400 mmh 2 = 300 mm c 2 = 400 mm

b 1 = 1.400 mb 2 = 1.400 m

Cek geser pons : b 0 = 3000 mm

MPa < 1.49 MPa

Tulangan lentur : w u = kN/m2

kN.m

A = 720 mm2

Tul. Pokok : D 13 - 150 >A tl = 885 mm2

Tul. Susut : P 8 - 200 >A ss = 251 mm2

>> σ =

437.716

65.833

>> σ = 451.531

kN/m2

1.30

kN/m2

437.716

1.27

104.198

451.531

==db

Pv u

u 0φ

== 2 21

xu lwM

==db

Pv u

u 0φ

== 2 21

xu lwM

='

31

cf

='

31

cf

Page 128: Hitungan Str Kost Pogung

No.Lembar : 125

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

ETABS v8.4.5 File:PONDASI Units:KN-m September 26, 2013 10:38 S U P P O R T R E A C T I O N S STORY POINT LOAD FX FY FZ MX MY MZ BASE 1 COMBUL 3.69 4.11 533.22 0.000 0.000 0.000 BASE 2 COMBUL -4.82 4.09 532.69 0.000 0.000 0.000 BASE 3 COMBUL 3.66 -2.45 1236.35 0.000 0.000 0.000 BASE 4 COMBUL -4.99 -3.04 1086.02 0.000 0.000 0.000 BASE 5 COMBUL 14.16 6.81 430.10 0.000 0.000 0.000 BASE 6 COMBUL 0.61 12.28 1143.30 0.000 0.000 0.000 BASE 7 COMBUL -14.37 10.25 1712.01 0.000 0.000 0.000 BASE 8 COMBUL -7.00 8.22 98.84 0.000 0.000 0.000 BASE 9 COMBUL 10.25 6.08 1442.05 0.000 0.000 0.000 BASE 10 COMBUL -7.80 9.07 1168.14 0.000 0.000 0.000 BASE 11 COMBUL -1.69 2.26 548.30 0.000 0.000 0.000 BASE 12 COMBUL 36.17 13.05 1412.70 0.000 0.000 0.000 BASE 13 COMBUL -0.60 25.44 2414.96 0.000 0.000 0.000 BASE 14 COMBUL -5.14 26.47 2669.32 0.000 0.000 0.000 BASE 15 COMBUL 5.70 27.51 2469.79 0.000 0.000 0.000 BASE 16 COMBUL -28.00 12.95 1869.63 0.000 0.000 0.000 BASE 17 COMBUL -0.91 5.17 871.85 0.000 0.000 0.000 BASE 18 COMBUL 35.69 -16.82 1409.47 0.000 0.000 0.000 BASE 19 COMBUL -4.60 -29.75 2415.40 0.000 0.000 0.000 BASE 20 COMBUL 2.94 -29.06 2719.84 0.000 0.000 0.000 BASE 21 COMBUL -11.58 -29.57 2503.19 0.000 0.000 0.000 BASE 22 COMBUL -17.55 -17.58 1847.13 0.000 0.000 0.000 BASE 23 COMBUL -1.95 -5.63 882.91 0.000 0.000 0.000 BASE 24 COMBUL 19.33 -6.73 454.40 0.000 0.000 0.000 BASE 25 COMBUL 0.92 -8.49 1264.35 0.000 0.000 0.000 BASE 26 COMBUL -1.50 -9.85 1677.80 0.000 0.000 0.000 BASE 27 COMBUL -8.08 -5.31 1644.50 0.000 0.000 0.000 BASE 28 COMBUL -10.95 -6.20 1218.50 0.000 0.000 0.000 BASE 29 COMBUL -1.59 -3.29 578.71 0.000 0.000 0.000 Summation 0, 0, Base COMBUL 0.00 0.00 40255.48 578380.893 -590320.824 0.000 S U P P O R T R E A C T I O N S STORY POINT LOAD FX FY FZ MX MY MZ BASE 1 BALOK Max 20.79 23.32 596.46 0.000 0.000 0.000 BASE 1 BALOK Min -15.71 -17.72 232.41 0.000 0.000 0.000 BASE 2 BALOK Max 15.06 26.60 598.05 0.000 0.000 0.000 BASE 2 BALOK Min -21.74 -21.01 231.81 0.000 0.000 0.000 BASE 3 BALOK Max 11.50 30.06 1396.97 0.000 0.000 0.000 BASE 3 BALOK Min -6.90 -33.48 449.17 0.000 0.000 0.000 BASE 4 BALOK Max 6.03 33.26 1277.19 0.000 0.000 0.000 BASE 4 BALOK Min -12.52 -37.47 354.06 0.000 0.000 0.000 BASE 5 BALOK Max 50.09 38.09 543.27 0.000 0.000 0.000 BASE 5 BALOK Min -27.20 -28.10 101.43 0.000 0.000 0.000 BASE 6 BALOK Max 64.75 60.03 1357.66 0.000 0.000 0.000 BASE 6 BALOK Min -64.03 -42.90 367.12 0.000 0.000 0.000 BASE 7 BALOK Max 58.20 59.63 1849.35 0.000 0.000 0.000 BASE 7 BALOK Min -79.94 -45.29 664.55 0.000 0.000 0.000 BASE 8 BALOK Max 50.78 23.05 167.62 0.000 0.000 0.000 BASE 8 BALOK Min -61.15 -10.75 -10.91 0.000 0.000 0.000 BASE 9 BALOK Max 50.89 67.04 1442.05 0.000 0.000 0.000 BASE 9 BALOK Min -37.26 -58.10 772.46 0.000 0.000 0.000

Page 129: Hitungan Str Kost Pogung

No.Lembar : 126

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

BASE 10 BALOK Max 64.61 77.24 1222.37 0.000 0.000 0.000 BASE 10 BALOK Min -75.59 -64.68 501.90 0.000 0.000 0.000 BASE 11 BALOK Max 37.24 29.51 885.67 0.000 0.000 0.000 BASE 11 BALOK Min -39.64 -26.47 -45.04 0.000 0.000 0.000 BASE 12 BALOK Max 68.16 60.33 1412.70 0.000 0.000 0.000 BASE 12 BALOK Min -15.63 -40.50 610.72 0.000 0.000 0.000 BASE 13 BALOK Max 63.86 97.37 2414.96 0.000 0.000 0.000 BASE 13 BALOK Min -64.85 -59.73 1172.83 0.000 0.000 0.000 BASE 14 BALOK Max 56.51 105.83 2669.32 0.000 0.000 0.000 BASE 14 BALOK Min -63.28 -66.50 1284.94 0.000 0.000 0.000 BASE 15 BALOK Max 64.91 95.99 2469.79 0.000 0.000 0.000 BASE 15 BALOK Min -59.76 -56.05 1216.34 0.000 0.000 0.000 BASE 16 BALOK Max 55.80 87.52 1869.63 0.000 0.000 0.000 BASE 16 BALOK Min -94.67 -70.25 827.44 0.000 0.000 0.000 BASE 17 BALOK Max 36.54 40.89 1158.47 0.000 0.000 0.000 BASE 17 BALOK Min -37.62 -33.86 169.24 0.000 0.000 0.000 BASE 18 BALOK Max 68.53 40.15 1409.47 0.000 0.000 0.000 BASE 18 BALOK Min -16.60 -65.55 625.27 0.000 0.000 0.000 BASE 19 BALOK Max 60.25 57.23 2415.40 0.000 0.000 0.000 BASE 19 BALOK Min -68.24 -101.32 1165.20 0.000 0.000 0.000 BASE 20 BALOK Max 61.70 64.20 2719.84 0.000 0.000 0.000 BASE 20 BALOK Min -56.50 -107.87 1274.28 0.000 0.000 0.000 BASE 21 BALOK Max 51.13 57.05 2503.19 0.000 0.000 0.000 BASE 21 BALOK Min -69.03 -99.76 1221.00 0.000 0.000 0.000 BASE 22 BALOK Max 58.90 70.74 1847.13 0.000 0.000 0.000 BASE 22 BALOK Min -83.37 -93.86 853.63 0.000 0.000 0.000 BASE 23 BALOK Max 35.87 33.60 1160.17 0.000 0.000 0.000 BASE 23 BALOK Min -38.46 -41.41 167.07 0.000 0.000 0.000 BASE 24 BALOK Max 51.36 33.12 587.66 0.000 0.000 0.000 BASE 24 BALOK Min -21.32 -43.12 96.29 0.000 0.000 0.000 BASE 25 BALOK Max 62.01 44.97 1464.66 0.000 0.000 0.000 BASE 25 BALOK Min -61.55 -56.47 438.92 0.000 0.000 0.000 BASE 26 BALOK Max 58.08 48.69 1823.05 0.000 0.000 0.000 BASE 26 BALOK Min -59.71 -61.88 628.86 0.000 0.000 0.000 BASE 27 BALOK Max 54.18 44.54 1801.97 0.000 0.000 0.000 BASE 27 BALOK Min -64.89 -52.08 681.37 0.000 0.000 0.000 BASE 28 BALOK Max 60.69 47.56 1465.22 0.000 0.000 0.000 BASE 28 BALOK Min -78.96 -56.74 446.71 0.000 0.000 0.000 BASE 29 BALOK Max 35.79 25.59 901.35 0.000 0.000 0.000 BASE 29 BALOK Min -38.09 -30.28 -15.43 0.000 0.000 0.000

Page 130: Hitungan Str Kost Pogung

No.Lembar : 127

PROYEK : IBU SUGIYANTI DARMADI – KR. WUNI CT – DEPOK – YK PEKERJAAN : BANGUNAN KOST 5 LANTAI & SEMI BASEMENT STRUKTUR : RENCANA PONDASI

RENCANA TIE-BEAM (SLOOF): Kuat Tekan Beton fc' = 20 MPa Mutu Baja Tulangan fy = 400 MPa Mutu Baja Sengkang fys = 240 MPa ---------------------------------------------------------------------------------- Story bxh Lok Mu Vu A(+) A(-) Vc Av <<Dipasang Tulangan>> Beam mm m kN-m kN mm^2 mm^2 kN mm^2 Atas Bawah Sengkang ---------------------------------------------------------------------------------- BASE 350 0.0 -105.76 -51.78 772 386 164.4 0.000 2D22 2D22 2P10-200 B1 x 3.0 21.92 32.11 772 386 164.4 0.000 2D22 2D22 2P10-200 700 6.0 -110.29 53.28 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -152.60 -58.55 808 404 164.4 0.000 3D22 2D22 2P10-200 B148 x 13.5 104.80 55.05 772 386 164.4 0.000 2D22 2D22 2P10-200 700 27.0 -84.93 73.54 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -161.30 -60.37 854 427 164.4 0.000 3D22 2D22 2P10-200 B149 x 13.5 97.69 51.29 772 386 164.4 0.000 2D22 2D22 2P10-200 700 27.0 -82.61 70.69 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -157.62 -59.10 834 417 164.4 0.000 3D22 2D22 2P10-200 B150 x 13.5 89.19 48.92 772 386 164.4 0.000 2D22 2D22 2P10-200 700 27.0 -82.34 67.57 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -121.45 -51.27 772 386 164.4 0.000 2D22 2D22 2P10-200 B151 x 13.5 87.53 48.14 772 386 164.4 0.000 2D22 2D22 2P10-200 700 27.0 -81.47 66.33 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -98.47 -58.04 772 386 164.4 0.000 2D22 2D22 2P10-200 B152 x 6.8 82.70 48.16 772 386 164.4 0.000 2D22 2D22 2P10-200 700 13.6 -138.04 71.93 772 386 164.4 0.000 2D22 2D22 2P10-200 BASE 350 0.0 -163.72 -91.41 867 434 164.4 0.000 3D22 2D22 2P10-200 B153 x 6.8 133.65 68.84 772 386 164.4 0.000 2D22 2D22 2P10-200 700 13.6 -166.64 93.31 883 441 164.4 0.000 3D22 2D22 2P10-200 BASE 350 0.0 -185.06 -101.43 982 491 164.4 0.000 3D22 2D22 2P10-200 B154 x 6.8 147.37 76.62 780 390 164.4 0.000 2D22 2D22 2P10-200 700 13.6 -182.27 101.14 967 484 164.4 0.000 3D22 2D22 2P10-200 BASE 350 0.0 -111.80 -46.73 772 386 164.4 0.000 2D22 2D22 2P10-200 B155 x 11.0 149.66 78.55 792 396 164.4 0.000 2D22 3D22 2P10-200 700 22.1 -186.18 102.79 988 494 164.4 0.000 3D22 2D22 2P10-200 BASE 350 0.0 -120.95 -49.30 772 386 164.4 0.000 2D22 2D22 2P10-200 B156 x 11.0 152.28 81.80 806 403 164.4 0.000 2D22 3D22 2P10-200 700 22.1 -194.30 105.46 1032 516 164.4 0.000 3D22 2D22 2P10-200 BASE 350 0.0 -76.39 -45.97 772 386 164.4 0.000 2D22 2D22 2P10-200 B157 x 6.8 50.76 25.40 772 386 164.4 0.000 2D22 2D22 2P10-200 700 13.6 -83.00 48.11 772 386 164.4 0.000 2D22 2D22 2P10-200 -----------------------------------------------------------------------------------