laporan bppp

LAPORAN DESAIN PERHITUNGAN

PROJECT : KANTOR BPPP JAWA BARAT

DAN KANTOR PELAYANAN SUB UNIT BLOK RUSUNAWA

TAHUN 2015

PROJECT Kantor BPPP JOB NO. - PAGE 1 SUBJECT Calculation Report DATE 7/13/2015

DESIGN BY Syapril Janizar CHECKED BY

Halaman 1 dari 31

DAFTAR ISI Hal.

1. Pendahuluan . ............................................................................................................................ 2

2. Lingkup Pekerjaan .................................................................................................................... 2

3. Data Perhitungan Struktur ......................................................................................................... 3

4. Perhitungan Struktur .................................................................................................................. 3

5. Hasil Desain dan Gambar Desain Struktur ................................................................................ 3

LAMPIRAN:

A. Data Perhitungan Struktur Struktur

B. Perhitungan Struktur

C. Lampiran Input - Output



Halaman 2 dari 31

1. PENDAHULUAN

1.1 Latar Belakang Sehubungan dengan adanya Proyek Review DED Kantor BPPP Jawa Barat dan Kantor pelayanan

Sub Unit Blok Rusunawa, maka diperlukan suatu pengecekan kekuatan pada bangunan tersebut

berdasarkan rencana struktur atas yang ada dari pihak owner.

1.2 Pemberi Tugas Pemberi Tugas pekerjaan pengecekan rumah ini adalah Pemerintah Provinsi Jawa Barat Dinas

Permukiman dan Perumahan.

1.3 Tujuan Pekerjaan Mendesain struktur atas Kantor BPPP Jawa Barat dan Kantor pelayanan Sub Unit Blok Rusunawa.

2. LINGKUP PEKERJAAN

Lingkup pekerjaan pengecekan struktur ini meliputi :

1. Melakukan Desain Struktur bangunan.

2. Membuat Laporan Struktur.

3. DATA PERHIUNGAN STRUKTUR

Data data acuan dalam melakukan perhitungan struktur rumah ini ada pada Lampiran A.

4. PERHITUNGAN STRUKTUR

Perhitungan struktur bangunan rumah tinggal ini dapat dilihat pada Lampiran B.

5. HASIL DESAIN DAN GAMBAR DESAIN STRUKTUR

Berdasarkan perhitungan struktur yang dilakukan, maka didapat hasil desain dan gambar desain

struktur sesuai dengan acuan yang ada.



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Halaman 9 dari 31

A. PERHITUNGAN PENGECEKAN RUMAH PAK RAGUM

1. Pembebanan

- Input Asumsi Beban Mati

Berdasarkan dari perhitungan berat material didapat data sebesar 120 kg/m.



Halaman 10 dari 31

- Input Asumsi Beban Hidup

Berdasarkan dari perhitungan berat material didapat data sebesar 250 kg/m.



Halaman 11 dari 31

2. Struktur Modeling

Permodelan di etabs :



Halaman 12 dari 31

Pembebanan di etabs :



Halaman 13 dari 31

3. Output Desain

Elev. 3.000 :

Berdasarkan gambar output desain diatas, struktur tidak ada yang berwarna merah atau

nilai stress steel rasio yang terjadi adalah < 1; maka desain struktur cukup kuat menahan

beban yang terjadi.



Halaman 14 dari 31

Elev. +6.00 :



beban yang terjadi.



Halaman 15 dari 31

Elev. + 0.00 , +3.00, +6.00 :



beban yang terjadi.



Halaman 16 dari 31



Halaman 17 dari 31

INPUT

ETABS v9.7.4 File:STR PSR IMPUN Units:N-mm Juli 13, 2015 15:39 PAGE 1

S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION

STORY2 None 3000,000 6000,000

STORY1 None 3000,000 3000,000

BASE None 0,000


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 K300 27,89 54

Beam K300 136,21 151 0

Floor K300 222,59


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

B1 Beam 16 80,000 14,63 0

B2 Beam 12 60,000 13,55 0

B3 Beam 8 40,000 7,69 0

B4 Beam 2 4,000 0,65 0

RB1 Beam 56 264,000 48,05 0



Halaman 18 dari 31

K1 Column 18 54,000 11,68

K2 Column 36 108,000 16,22

TB1 Beam 53 259,000 49,78 0

TB2 Beam 4 10,000 1,86 0

SLAB120 Floor 77,84

SLAB150 Floor 84,69

SLAB100 Floor 60,06


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

STORY2 Column K300 16,22 35,000 463,3299 36

STORY2 Beam K300 48,05 35,000 1372,8293 56 0

STORY2 Floor K300 10,09 35,000 288,2942

STORY1 Column K300 11,68 485,000 24,0740 18

STORY1 Beam K300 63,37 485,000 130,6537 68 0

STORY1 Floor K300 127,81 485,000 263,5266

BASE Beam K300 24,79 235,000 105,5034 27 0

BASE Floor K300 84,69 235,000 360,3677

SUM Column K300 27,89 755,000 36,9437 54

SUM Beam K300 136,21 755,000 180,4098 151 0

SUM Floor K300 222,59 755,000 294,8174

TOTAL All All 386,69 755,000 512,1708 205 0


M A T E R I A L P R O P E R T Y D A T A



Halaman 19 dari 31

MATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEAR

NAME TYPE TYPE DIR/PLANE ELASTICITY RATIO COEFF MODULUS

STEEL Iso Steel All 199947,979 0,3000 1,1700E-05 76903,069

CONC Iso Concrete All 24821,128 0,2000 9,9000E-06 10342,137

OTHER Iso None All 199947,979 0,3000 1,1700E-05 76903,069

K300 Iso Concrete All 200000,000 0,2000 9,9000E-06 83333,333

M A T E R I A L P R O P E R T Y M A S S A N D W E I G H T

MATERIAL MASS PER WEIGHT PER

NAME UNIT VOL UNIT VOL

STEEL 7,8271E-09 7,6820E-05

CONC 2,4007E-09 2,3562E-05

OTHER 7,8271E-09 7,6820E-05

K300 2,4010E-09 2,3560E-05

M A T E R I A L D E S I G N D A T A F O R S T E E L M A T E R I A L S

MATERIAL STEEL STEEL STEEL

NAME FY FU COST ($)

STEEL 344,738 448,159 0,27

M A T E R I A L D E S I G N D A T A F O R C O N C R E T E M A T E R I A L S

MATERIAL LIGHTWEIGHT CONCRETE REBAR REBAR LIGHTWT

NAME CONCRETE FC FY FYS REDUC FACT

CONC No 27,579 413,685 413,685 N/A

K300 No 24,900 400,000 400,000 N/A




Halaman 20 dari 31

F R A M E S E C T I O N P R O P E R T Y D A T A

MATERIAL SECTION SHAPE NAME OR NAME CONC CONC

FRAME SECTION NAME NAME IN SECTION DATABASE FILE COL BEAM

W44X335 STEEL W44X335

B1 K300 Rectangular Yes




RB1 K300 Rectangular Yes

K1 K300 Rectangular Yes

K2 K300 Rectangular Yes

TB1 K300 Rectangular Yes

TB2 K300 Rectangular Yes


SECTION FLANGE FLANGE WEB FLANGE FLANGE

FRAME SECTION NAME DEPTH WIDTH TOP THICK TOP THICK WIDTH BOT THICK BOT

W44X335 1117,6000 403,8600 44,9580 26,1620 403,8600 44,9580

B1 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000

B2 400,0000 250,0000 0,0000 0,0000 0,0000 0,0000

B3 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000

B4 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000

RB1 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000

K1 300,0000 300,0000 0,0000 0,0000 0,0000 0,0000

K2 250,0000 250,0000 0,0000 0,0000 0,0000 0,0000

TB1 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000

TB2 400,0000 200,0000 0,0000 0,0000 0,0000 0,0000




Halaman 21 dari 31

SECTION TORSIONAL MOMENTS OF INERTIA SHEAR AREAS

FRAME SECTION NAME AREA CONSTANT I33 I22 A2 A3

W44X335 63548,260031092486,222 1,294E+10 499477710,7 29238,6510 30261,2290

B1 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667

B2 100000,00001273451671,81333333333,3 520833333,3 83333,3333 83333,3333

B3 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667

B4 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667

RB1 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667

K1 90000,00001140750053,7 675000000,0 675000000,0 75000,0000 75000,0000

K2 62500,0000 550130234,2 325520833,3 325520833,3 52083,3333 52083,3333

TB1 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667

TB2 80000,0000 732416677,21066666666,7266666666,67 66666,6667 66666,6667


SECTION MODULI PLASTIC MODULI RADIUS OF GYRATION

FRAME SECTION NAME S33 S22 Z33 Z22 R33 R22

W44X335 23165349,5642473519,153726547043,680 3867347,104 451,3317 88,6556

B1 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

B2 6666666,667 4166666,66710000000,000 6250000,000 115,4701 72,1688

B3 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

B4 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

RB1 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

K1 4500000,000 4500000,000 6750000,000 6750000,000 86,6025 86,6025

K2 2604166,66672604166,6667 3906250,000 3906250,000 72,1688 72,1688

TB1 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

TB2 5333333,3332666666,6667 8000000,000 4000000,000 115,4701 57,7350

F R A M E S E C T I O N W E I G H T S A N D M A S S E S

TOTAL TOTAL

FRAME SECTION NAME WEIGHT MASS



Halaman 22 dari 31

W44X335 0,0000 0,0000

B1 143433,2800 14,6173

B2 132878,4000 13,5416

B3 75392,0000 7,6832

B4 6408,3200 0,6531

RB1 471200,0000 48,0200

K1 114501,6000 11,6689

K2 159030,0000 16,2068

TB1 488163,2000 49,7487

TB2 18282,5600 1,8632

C O N C R E T E C O L U M N D A T A

REINF CONFIGURATION REINF NUM BARS NUM BARS BAR

FRAME SECTION NAME LONGIT LATERAL SIZE/TYPE 3DIR/2DIR CIRCULAR COVER

K1 Rectangular Ties 16d/Design 3/3 N/A 40,0000

K2 Rectangular Ties 14d/Design 3/3 N/A 40,0000

C O N C R E T E B E A M D A T A

TOP BOT TOP LEFT TOP RIGHT BOT LEFT BOT RIGHT

FRAME SECTION NAME COVER COVER AREA AREA AREA AREA

B1 40,0000 40,0000 0,000 0,000 0,000 0,000

B2 40,0000 40,0000 0,000 0,000 0,000 0,000

B3 40,0000 40,0000 0,000 0,000 0,000 0,000

B4 40,0000 40,0000 0,000 0,000 0,000 0,000

RB1 40,0000 40,0000 0,000 0,000 0,000 0,000

TB1 40,0000 40,0000 0,000 0,000 0,000 0,000

TB2 40,0000 40,0000 0,000 0,000 0,000 0,000



Halaman 23 dari 31

OUTPUT


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

COMB1 ADD DL Static 1,4000

SDL Static 1,4000


SDL Static 1,2000

LL Static 1,6000


SDL Static 1,2000

LL Static 1,6000


SDL Static 1,2000

WX Static 1,0000

LL Static 1,0000


SDL Static 1,2000

WY Static 1,0000

LL Static 1,0000


SDL Static 1,2000

QX Static 1,0000

LL Static 1,0000


SDL Static 1,2000

QY Static 1,0000

LL Static 1,0000


SDL Static 0,9000

WX Static 1,0000



Halaman 24 dari 31


SDL Static 0,9000

WY Static 1,0000


SDL Static 0,9000

QX Static 1,0000


SDL Static 0,9000

QY Static 1,0000


C E N T E R S O F C U M U L A T I V E M A S S & C E N T E R S O F R I G I D I T Y

STORY DIAPHRAGM /----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/

LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y

STORY1 D2 2,050E+02 7523,424 17652,104


S T O R Y F O R C E E N V E L O P E S

STORY LOCATION ITEM P VX VY T MX MY

STORY2 Top Min Value 573954,42 -40017,67 -40017,67-300132534,5 1,023E+10 -6769242449

Min Case COMB11 COMB10 COMB11 COMB11 COMB11 COMB3

Max Value 902565,66 0,00 0,00 724550232,7 1,592E+10 -4304658133

Max Case COMB3 COMB3 COMB3 COMB6 COMB1 COMB11

STORY2 Bottom Min Value 717081,42 -40017,67 -40017,67-300132534,5 1,287E+10 -8365949874


Max Value 1115459,98 0,00 0,00 724550232,7 2,002E+10 -5378110633


STORY1 Top Min Value 1571563,53 0,00 -2674,52 -52685515,1 1,442E+10 -2,339E+10




Halaman 25 dari 31

Max Value 3118723,46 4195,52 2019,1015143219,962 2,871E+10 -1,179E+10


STORY1 Bottom Min Value 1674614,97 0,00 -2674,52 -52685515,1 1,529E+10 -2,442E+10


Max Value 3256125,38 4195,52 2019,1015143219,962 2,988E+10 -1,256E+10



T R I B U T A R Y A R E A A N D R E D U C E D L I V E L O A D F A C T O R S

STORY OBJECT OBJECT TRIBUTARY REDUCED LL

LEVEL LABEL TYPE AREA FACTOR

STORY1 38 Point 11377845,88 1,0000

STORY1 39 Point 18927621,68 0,9570

STORY1 40 Point 11377845,41 1,0000

STORY1 41 Point 18928062,46 0,9570

STORY1 42 Point 5659755,10 1,0000

STORY1 43 Point 5660133,05 1,0000

STORY1 44 Point 12332010,19 1,0000

STORY1 45 Point 12538123,89 1,0000

STORY1 46 Point 5811653,15 1,0000

STORY1 47 Point 5945511,00 1,0000

STORY1 48 Point 12358857,19 1,0000

STORY1 49 Point 12349190,79 1,0000

STORY1 50 Point 12381842,50 1,0000

STORY1 51 Point 12163379,59 1,0000

STORY1 52 Point 25627571,51 0,8993

STORY1 53 Point 25732250,89 0,8984

STORY1 54 Point 25437828,77 0,9010

STORY1 55 Point 25419547,05 0,9011

BASE 1 Point 4847079,36 1,0000

BASE 2 Point 4847079,36 1,0000

BASE 3 Point 35203652,58 0,8169



Halaman 26 dari 31

BASE 4 Point 10394637,95 1,0000

BASE 5 Point 23816074,83 0,9149

BASE 6 Point 23842601,13 0,9147

BASE 7 Point 10314160,49 1,0000

BASE 8 Point 32493132,41 0,8402

BASE 9 Point 32493132,40 0,8402

BASE 10 Point 10314160,49 1,0000

BASE 11 Point 23842601,13 0,9147

BASE 12 Point 23816074,83 0,9149

BASE 13 Point 10394637,95 1,0000

BASE 14 Point 35203652,58 0,8169

BASE 15 Point 53219448,29 0,6617

BASE 17 Point 53354697,90 0,6606

BASE 18 Point 53219448,29 0,6617

BASE 19 Point 53354697,90 0,6606

STORY2 C1 Column 0,00 1,0000

STORY2 C2 Column 2889310,67 1,0000

STORY2 C3 Column 2889310,67 1,0000


STORY2 C9 Column 35479,36 1,0000



STORY2 C12 Column 35479,36 1,0000

STORY2 C13 Column 40621,59 1,0000



STORY2 C16 Column 40621,59 1,0000


STORY2 C22 Column 2436747,28 1,0000

STORY2 C23 Column 2436747,28 1,0000


STORY2 C25 Column 2717975,22 1,0000

STORY2 C26 Column 2717975,22 1,0000

STORY2 C27 Column 7058669,62 1,0000

STORY2 C28 Column 7058669,62 1,0000

STORY2 C29 Column 3173069,27 1,0000

STORY2 C30 Column 3173069,27 1,0000



Halaman 27 dari 31







STORY2 C37 Column 1526,60 1,0000

STORY2 C39 Column 11955,35 1,0000

STORY2 C40 Column 11955,35 1,0000

STORY2 C41 Column 1526,60 1,0000





STORY1 C1 Column 4607387,70 1,0000

STORY1 C2 Column 20269144,81 0,9455

STORY1 C3 Column 20269144,79 0,9455

STORY1 C4 Column 4607387,70 1,0000

STORY1 C9 Column 11617840,09 1,0000

STORY1 C10 Column 27253500,96 0,8853

STORY1 C11 Column 27253500,96 0,8853

STORY1 C12 Column 11617840,09 1,0000

STORY1 C13 Column 11590904,91 1,0000

STORY1 C14 Column 27266889,67 0,8852

STORY1 C15 Column 27266889,67 0,8852

STORY1 C16 Column 11590904,91 1,0000

STORY1 C21 Column 4688231,60 1,0000

STORY1 C22 Column 19835493,17 0,9492

STORY1 C23 Column 19835493,17 0,9492

STORY1 C24 Column 4688231,60 1,0000

STORY1 C25 Column 2856092,05 1,0000

STORY1 C26 Column 2856092,05 1,0000

STORY2 B1 Beam 3178721,22 1,0000

STORY2 B2 Beam 827008,41 1,0000

STORY2 B3 Beam 0,00 1,0000

STORY2 B4 Beam 0,00 1,0000

STORY2 B5 Beam 0,00 1,0000



Halaman 28 dari 31

STORY2 B6 Beam 0,00 1,0000

STORY2 B7 Beam 0,00 1,0000

STORY2 B8 Beam 4302895,80 1,0000

STORY2 B9 Beam 0,00 1,0000

STORY2 B13 Beam 0,00 1,0000

STORY2 B19 Beam 0,00 1,0000

STORY2 B20 Beam 0,00 1,0000

STORY2 B21 Beam 0,00 1,0000

STORY2 B22 Beam 3439322,44 1,0000

STORY2 B23 Beam 0,00 1,0000

STORY2 B24 Beam 0,00 1,0000

STORY2 B25 Beam 0,00 1,0000

STORY2 B26 Beam 0,00 1,0000

STORY2 B27 Beam 0,00 1,0000

STORY2 B28 Beam 0,00 1,0000

STORY2 B37 Beam 827008,41 1,0000

STORY2 B38 Beam 0,00 1,0000

STORY2 B39 Beam 0,00 1,0000

STORY2 B40 Beam 0,00 1,0000

STORY2 B44 Beam 0,00 1,0000

STORY2 B45 Beam 0,00 1,0000

STORY2 B46 Beam 0,00 1,0000

STORY2 B47 Beam 1702732,54 1,0000

STORY2 B48 Beam 1728867,65 1,0000

STORY2 B49 Beam 1702732,54 1,0000

STORY2 B50 Beam 1728867,65 1,0000

STORY2 B51 Beam 0,00 1,0000

STORY2 B52 Beam 4321660,97 1,0000

STORY2 B53 Beam 0,00 1,0000

STORY2 B54 Beam 0,00 1,0000

STORY2 B55 Beam 0,00 1,0000

STORY2 B56 Beam 0,00 1,0000

STORY2 B57 Beam 0,00 1,0000

STORY2 B58 Beam 0,00 1,0000

STORY2 B59 Beam 0,00 1,0000

STORY2 B60 Beam 0,00 1,0000

STORY2 B61 Beam 0,00 1,0000



Halaman 29 dari 31

STORY2 B62 Beam 0,00 1,0000

STORY2 B63 Beam 0,00 1,0000

STORY2 B64 Beam 0,00 1,0000

STORY2 B65 Beam 0,00 1,0000

STORY2 B66 Beam 0,00 1,0000

STORY2 B67 Beam 0,00 1,0000

STORY2 B68 Beam 0,00 1,0000

STORY2 B69 Beam 0,00 1,0000

STORY2 B70 Beam 0,00 1,0000

STORY2 B71 Beam 0,00 1,0000

STORY2 B72 Beam 0,00 1,0000

STORY2 B73 Beam 0,00 1,0000

STORY2 B74 Beam 0,00 1,0000

STORY2 B75 Beam 6159844,62 1,0000

STORY1 B1 Beam 2664079,44 1,0000

STORY1 B2 Beam 866798,48 1,0000

STORY1 B3 Beam 4485066,35 1,0000

STORY1 B4 Beam 5926196,51 1,0000

STORY1 B5 Beam 5583169,49 1,0000

STORY1 B6 Beam 5958587,41 1,0000

STORY1 B7 Beam 4561108,23 1,0000

STORY1 B8 Beam 8301531,65 1,0000

STORY1 B9 Beam 4561108,23 1,0000

STORY1 B13 Beam 4485066,35 1,0000

STORY1 B19 Beam 13636274,42 1,0000

STORY1 B20 Beam 12319045,67 1,0000

STORY1 B21 Beam 12678397,17 1,0000

STORY1 B22 Beam 6517197,15 1,0000

STORY1 B23 Beam 9105506,74 1,0000

STORY1 B24 Beam 7839597,65 1,0000

STORY1 B25 Beam 9105506,74 1,0000

STORY1 B26 Beam 9187812,46 1,0000

STORY1 B27 Beam 9178954,96 1,0000

STORY1 B28 Beam 9187812,46 1,0000

STORY1 B29 Beam 4454518,84 1,0000

STORY1 B30 Beam 4467220,07 1,0000

STORY1 B31 Beam 4454518,84 1,0000



Halaman 30 dari 31

STORY1 B32 Beam 4590597,33 1,0000

STORY1 B33 Beam 4590597,33 1,0000

STORY1 B34 Beam 3053495,25 1,0000

STORY1 B35 Beam 2752492,96 1,0000

STORY1 B36 Beam 3908876,69 1,0000

STORY1 B37 Beam 866798,48 1,0000

STORY1 B38 Beam 5926196,51 1,0000

STORY1 B39 Beam 5583169,49 1,0000

STORY1 B40 Beam 5958587,41 1,0000

STORY1 B41 Beam 4507949,55 1,0000

STORY1 B42 Beam 4330691,35 1,0000

STORY1 B43 Beam 4507949,55 1,0000

STORY1 B44 Beam 12678397,17 1,0000

STORY1 B45 Beam 12319045,67 1,0000

STORY1 B46 Beam 13636274,42 1,0000

STORY1 B47 Beam 1430550,06 1,0000

STORY1 B48 Beam 1239557,37 1,0000

STORY1 B49 Beam 1430550,09 1,0000

STORY1 B50 Beam 1239555,97 1,0000

STORY1 B51 Beam 5497634,90 1,0000

STORY1 B52 Beam 9475715,52 1,0000

STORY1 B53 Beam 5497879,23 1,0000

STORY1 B54 Beam 5496028,01 1,0000

STORY1 B55 Beam 4867730,88 1,0000

STORY1 B56 Beam 4847515,62 1,0000

STORY1 B57 Beam 5493148,42 1,0000

STORY1 B58 Beam 4927820,91 1,0000

STORY1 B59 Beam 5494570,83 1,0000

STORY1 B60 Beam 5490696,99 1,0000

STORY1 B61 Beam 5022950,99 1,0000

STORY1 B62 Beam 5856777,53 1,0000

STORY1 B63 Beam 12063865,95 1,0000

STORY1 B64 Beam 11024912,28 1,0000

STORY1 B65 Beam 12530777,87 1,0000

STORY1 B66 Beam 12073815,40 1,0000

STORY1 B67 Beam 10883937,47 1,0000

STORY1 B68 Beam 12062416,07 1,0000



Halaman 31 dari 31

STORY1 B69 Beam 11312930,37 1,0000

STORY1 B70 Beam 10888003,02 1,0000

STORY1 B71 Beam 11788462,80 1,0000

STORY1 B72 Beam 11786843,91 1,0000

STORY1 B73 Beam 10946616,55 1,0000

STORY1 B74 Beam 12088278,87 1,0000

STORY1 B75 Beam 7474741,27 1,0000

STORY1 B76 Beam 5091813,93 1,0000

BASE B1 Beam 2750850,85 1,0000

BASE B2 Beam 484758,94 1,0000

BASE B3 Beam 4727955,46 1,0000

BASE B4 Beam 4745483,64 1,0000

BASE B5 Beam 3857774,75 1,0000

BASE B6 Beam 4747634,99 1,0000

BASE B7 Beam 4747789,37 1,0000

BASE B8 Beam 3856407,77 1,0000

BASE B9 Beam 4747789,37 1,0000

BASE B10 Beam 4747634,99 1,0000

BASE B11 Beam 3857774,75 1,0000

BASE B13 Beam 4727955,46 1,0000

BASE B14 Beam 484758,94 1,0000

BASE B15 Beam 9966111,31 1,0000

BASE B17 Beam 8689142,06 1,0000

BASE B18 Beam 10289268,36 1,0000

BASE B19 Beam 9966111,31 1,0000

BASE B20 Beam 8689142,06 1,0000

BASE B21 Beam 10289268,36 1,0000

BASE B22 Beam 7132951,87 1,0000

BASE B23 Beam 10289812,58 1,0000

BASE B24 Beam 8591561,89 1,0000

BASE B25 Beam 10289812,58 1,0000

BASE B26 Beam 10290746,17 1,0000

BASE B27 Beam 8674588,06 1,0000

BASE B28 Beam 10290746,17 1,0000

BASE B77 Beam 4745483,64 1,0000

DAFTAR ISI Hal.1. Pendahuluan2. LINGKUP PEKERJAAN3. DATA Perhiungan Struktur4. PERHITUNGAN STRUKTUR5. HASIL desain dan gambar desain STRUKTUR

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