KESIMPULAN DAN SARAN PERENCANAAN DINDING GESER BERPASANGAN (COUPLED SHEARWALL) PADA STRUKTUR BANGUNAN BERTINGKAT TINGGI.
BAB VI
KESIMPULAN DAN SARAN
6.1
Kesimpulan
Setelah melakukan analisis dan perancangan dinding geser berpasangan
dan balok perangkainya yang disesuaikan dengan SNI 03-1726-2002 dan SNI 032847-2002 pada bab-bab sebelumnya maka dapat ditarik kesimpulan yaitu:
1. Simpangan antar tingkat (drift) yang terjadi pada struktur bangunan kecil
dan memenuhi persyaratan dalam kinerja batas layan dan batas ultimit
struktur bangunan SNI 03-2847-2002.
2. Perencanaan untuk dinding geser
Dinding geser 1
Untuk daerah badan dinding, digunakan tulangan longitudinal 2D-300
mm dan tulangan transversal 2D16-300mm.
Untuk ujung penampang dinding, dibuat penebalan ukuran 500x500
mm2, tulangan longitudinal 9D16 dan digunakan tulangan pengikat
2D13-100mm.
Dinding geser 2
Dinding geser 2 juga memiliki perencanaan yang sama dengan dinding
geser 1 yaitu:
Untuk badan dinding digunakan tulangan longitudinal 2D-300 mm dan
tulangan longitudinal 2D16-300 mm
78
79
Untuk ujung penampang dinding, dibuat penebalan ukuran 500x500
mm2, tulangan longitudinal 9D16 dan digunakan tulangan pengikat
2D13-100mm.
3. Perencanaan untuk balok perangkai
Balok perangkai merupakan balok yang berfungsi sebagai penghubung
antar dinding geser sehingga dinding memiliki kekakuan horizontal yang
lebih besar daripada dinding yang bekerja sebagai dinding uncoupled yang
terpisah. Hasil perencanaan balok perangkai untuk tiap lantai yaitu:
Balok perangkai 1 ukuran 300x800 dengan kelompok tulangan
diagonal 6D32
Balok perangkai 2 ukuran 300x800 dengan kelompok tulangan
diagonal 6D34
Balok perangkai 3 ukuran 300x800 dengan kelompok tulangan
diagonal 6D30
Balok perangkai 4 ukuran 300x800 dengan kelompok tulangan
diagonal 6D25
Balok perangkai 5 ukuran 300x800 dengan kelompok tulangan
diagonal 4D25
Balok perangkai 6 ukuran 300x800 dengan kelompok tulangan
diagonal 4D16
Balok perangkai 7 ukuran 300x800 dengan kelompok tulangan
diagonal 4D16
80
6.2
Saran
Dari hasil dan proses mengerjakan tugas akhir ini, saran yang dapat
diberikan yaitu:
1. Dengan perencanaan yang tepat dan cermat, dinding geser berpasangan ini
dapat digunakan untuk merancang bangunan yang melebihi syarat
ketinggian untuk struktur gedung beraturan (memiliki ketinggian lebih dari
40m atau 10 tingkat)
2. Memperhatikan bukaan diantara dinding geser sehingga bukaan tidak
memberikan pengaruh yang besar pada kekakuan struktur dalam
perencanaan.
3. Tata letak yang tepat dan benar dari dinding geser akan memberikan
pengaruh yang besar bagi struktur dalam menahan gaya lateral.
DAFTAR PUSTAKA
ACI Comitee 318, 2005, Building Code Requirements for Reinforced Concrete
(ACI 318-05) and Commentary (ACI 318-05), American Concrete
Institute, Detroit, Mich.
Departemen Pekerjaan Umum, 1983, Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Dewobroto, W.,diakses 3 agustus 2011,
http://wiryanto.wordpress.com/2010/10/23/detailnya-aneh-betul-nggaksih-pak/
Imran, I.; Hendrik, F., 2009, Perencanaan Struktur Gedung Beton Bertulang
Tahan Gempa, Penerbit ITB, Bandung.
McCormac, J,C., 2006, Design of Reinforced Concrete, John Wiley & Sons Inc.,
Canada.
Panitia Teknik Konstruksi dan Bangunan, 2002, Tata Cara Perencanaan
Ketahanan Gempa untuk Bangunan Gedung (SNI 03-1726-2002), Badan
Standarisasi Nasional.
Panitia Teknik Konstruksi dan Bangunan, 2002, Tata Cara Perencanaan Struktur
Beton untuk Bangunan Gedung (SNI 03-2847-2002), Badan Standarisasi
Nasional.
Paulay, T.; Priestley, M.J.N., 1992, Seismic Design of Reinforced Concrete and
Masonry Buildings, John Wiley & Sons Inc., Canada.
81
82
Purwono, R., 2005, Perencanaan Struktur Beton Bertulang Tahan gempa, ITS
Press, Surabaya.
Schueller, W., 1977, High-Rise Building Structure, Krieger Pub Corp, USA.
Tavio; Kusuma, B., 2009, Desain Sistem Rangka Pemikul Momen dan Dinding
Struktur Beton Bertulang Tahan Gempa, ITS Press, Surabaya.
Uniform Building Code (UBC), 1997, “Volume 2, Structural Engineering Design
Provisions”, International Conference of Building Officials.
LAMPIRAN
ETABS v9.6.0
File:COUPLED SHEARWALL
S T O R Y
D A T A
STORY
SIMILAR TO
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STORY6
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Iso
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D A T A
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344737.894
448159.263
271447.16
D E S I G N
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NAME
LIGHTWEIGHT
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No
PAGE 2
MODULUS OF
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POISSON'S
RATIO
199947978.80
23500000.000
199947978.80
0.3000
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F O R
STEEL
FU
M A T E R I A L
January 17, 2012 7:24
A N D
STEEL
FY
STEEL
PAGE 1
D A T A
MATERIAL
NAME
MATERIAL
NAME
January 17, 2012 7:24
D A T A
F O R
S T E E L
M A T E R I A L S
C O N C R E T E
M A T E R I A L S
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25000.000
400000.000
240000.000
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File:COUPLED SHEARWALL
Units:KN-m
January 17, 2012 7:24
S T A T I C
L O A D
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EX
EY
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Units:KN-m
January 17, 2012 7:24
C O M B I N A T I O N S
COMBO
COMBO
TYPE
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File:COUPLED SHEARWALL
L O A D I N G
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CASE
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EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
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1.0000
1.0000
-0.3000
1.2000
1.0000
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1.2000
1.0000
0.3000
1.0000
SHEAR
MODULUS
1.1700E-05 76903068.77
9.9000E-06 9791666.667
1.1700E-05 76903068.77
W E I G H T
CONCRETE
FC
ETABS v9.6.0
THERMAL
COEFF
PAGE 4
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EY
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EX
EY
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EX
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EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
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COMB11
COMB12
COMB13
COMB14
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COMB16
COMB17
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EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
1.2000
1.0000
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0.3000
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0.9000
1.0000
0.3000
0.9000
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0.3000
0.9000
1.0000
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0.9000
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0.9000
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1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
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1.0000
1.0000
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COMB7
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COMB8
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COMB9
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COMB10
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COMB11
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COMB12
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COMB13
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COMB14
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EY
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EX
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EY
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EY
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EX
EY
DEAD
EX
EY
DEAD
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EY
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EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
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EY
Static
Static
Static
Static
Static
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Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
C E N T E R S
January 17, 2012 7:29
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
O F
DIAPHRAGM
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FACTOR
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C U M U L A T I V E
January 17, 2012 7:29
M A S S
&
C E N T E R S
PAGE 2
O F
R I G I D I T Y
/----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/
LEVEL
NAME
STORY7
STORY6
STORY5
STORY4
STORY3
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21.000
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12.000
12.000
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File:COUPLED SHEARWALL
Units:KN-m
January 17, 2012 7:29
PAGE 3
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
STORY7
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
9614.55
ENVE
-949.90
ENVE
949.90
ENVE
-949.90
ENVE
949.90
ENVE
-25704.321
ENVE
25704.321
ENVE
0.000 -115374.617
ENVE
ENVE
201905.580
0.000
ENVE
ENVE
STORY7
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
13295.70
ENVE
-949.90
ENVE
949.90
ENVE
-949.90
ENVE
949.90
ENVE
-25704.321
ENVE
25704.321
ENVE
0.000 -159548.455
ENVE
ENVE
279209.797
0.000
ENVE
ENVE
STORY6
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
27392.47
ENVE
-2348.17
ENVE
2348.17
ENVE
-2348.17
ENVE
2348.17
ENVE
-63541.588
ENVE
63541.588
ENVE
0.000 -328709.689
ENVE
ENVE
575241.956
0.000
ENVE
ENVE
STORY6
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
30787.04
ENVE
-2348.17
ENVE
2348.17
ENVE
-2348.17
ENVE
2348.17
ENVE
-63541.588
ENVE
63541.588
ENVE
0.000 -369444.491
ENVE
ENVE
646527.860
0.000
ENVE
ENVE
STORY5
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
45170.40
ENVE
-3746.45
ENVE
3746.45
ENVE
-3746.45 -101378.856
ENVE
ENVE
3746.45 101378.856
ENVE
ENVE
0.000 -542044.762
ENVE
ENVE
948578.333
0.000
ENVE
ENVE
STORY5
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
48564.96
ENVE
-3746.45
ENVE
3746.45
ENVE
-3746.45 -101378.856
0.000 -582779.564
ENVE
ENVE
ENVE
ENVE
3746.45 101378.856 1019864.237
0.000
ENVE
ENVE
ENVE
ENVE
STORY4
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
62948.32
ENVE
-5144.72
ENVE
5144.72
ENVE
-5144.72 -139216.123
0.000 -755379.834
ENVE
ENVE
ENVE
ENVE
5144.72 139216.123 1321914.710
0.000
ENVE
ENVE
ENVE
ENVE
STORY4
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
66342.89
ENVE
-5144.72
ENVE
5144.72
ENVE
-5144.72 -139216.123
0.000 -796114.636
ENVE
ENVE
ENVE
ENVE
5144.72 139216.123 1393200.613
0.000
ENVE
ENVE
ENVE
ENVE
STORY3
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
80726.24
ENVE
-6542.99
ENVE
6542.99
ENVE
-6542.99 -177053.391
0.000 -968714.907
ENVE
ENVE
ENVE
ENVE
6542.99 177053.391 1695251.087
0.000
ENVE
ENVE
ENVE
ENVE
STORY3
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
84120.81
ENVE
-6542.99
ENVE
6542.99
ENVE
-6542.99 -177053.391
0.000-1009449.709
ENVE
ENVE
ENVE
ENVE
6542.99 177053.391 1766536.990
0.000
ENVE
ENVE
ENVE
ENVE
STORY2
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
98504.16
ENVE
-7941.27
ENVE
7941.27
ENVE
-7941.27 -214890.658
0.000-1182049.979
ENVE
ENVE
ENVE
ENVE
7941.27 214890.658 2068587.463
0.000
ENVE
ENVE
ENVE
ENVE
STORY2
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
101898.73
ENVE
-7941.27
ENVE
7941.27
ENVE
-7941.27 -214890.658
0.000-1224832.810
ENVE
ENVE
ENVE
ENVE
7941.27 214890.658 2139873.367
0.000
ENVE
ENVE
ENVE
ENVE
STORY1
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
116282.09
ENVE
-9658.80
ENVE
9658.80
ENVE
-9658.80 -261367.263
0.000-1395385.051
ENVE
ENVE
ENVE
ENVE
9658.80 261367.263 2441923.840
0.000
ENVE
ENVE
ENVE
ENVE
STORY1
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
120350.14
ENVE
-9658.80
ENVE
9658.80
ENVE
-9658.80 -261367.263
0.000-1471570.322
ENVE
ENVE
ENVE
ENVE
9658.80 261367.263 2527352.924
0.000
ENVE
ENVE
ENVE
ENVE
MX
MY
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
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COMB4
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COMB5
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COMB6
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COMB7
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COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
P I E R
January 6, 2012 13:42
PAGE 1
C O M B I N A T I O N S
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TYPE
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Units:KN-m
CASE
CASE
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DEAD
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EY
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EX
EY
DEAD
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EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
File:COUPLED SHEARWALL
F O R C E
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 6, 2012 13:42
PAGE 2
E N V E L O P E S
STORY
PIER
ITEM
STORY7
P1
Min Value
Min Case
Max Value
P
V2
V3
T
M2
M3
-320.96
ENVE
57.29
-61.60
EX
121.14
-45.67
ENVE
15.08
-46.536
ENVE
128.221
-74.752
ENVE
73.122
-361.414
EX
478.038
Max Case
ENVE
ENVE
EY
ENVE
ENVE
ENVE
STORY6
P1
Min
Min
Max
Max
Value
Case
Value
Case
-582.47
ENVE
41.75
EY
-176.05
ENVE
251.96
ENVE
-51.24
ENVE
22.37
EY
-41.627
EX
98.811
ENVE
-84.993
ENVE
79.368
ENVE
-812.330
ENVE
406.657
ENVE
STORY5
P1
Min
Min
Max
Max
Value
Case
Value
Case
-1142.57
ENVE
280.17
EX
-406.53
ENVE
478.50
ENVE
-62.17
ENVE
33.84
EY
-67.561
EY
130.012
ENVE
-104.480
ENVE
96.271
ENVE
-912.744
ENVE
406.852
ENVE
STORY4
P1
Min
Min
Max
Max
Value
Case
Value
Case
-2062.51
ENVE
871.58
EX
-646.97
ENVE
715.68
ENVE
-73.04
ENVE
45.05
EY
-80.617
EY
135.312
ENVE
-123.361
ENVE
111.185
ENVE
-880.422
ENVE
945.578
ENVE
STORY3
P1
Min
Min
Max
Max
Value
Case
Value
Case
-3268.66
ENVE
1740.86
EX
-895.28
ENVE
959.79
ENVE
-80.37
ENVE
53.93
EY
-103.161
EY
159.136
ENVE
-137.860
ENVE
120.834
ENVE
-1393.010
ENVE
1694.534
ENVE
STORY2
P1
Min
Min
Max
Max
Value
Case
Value
Case
-4694.81
ENVE
2824.28
EX
-1166.30
ENVE
1219.07
ENVE
-89.30
ENVE
61.29
EY
-105.999
EY
158.527
ENVE
-163.884
ENVE
125.619
ENVE
-2605.098
ENVE
2902.869
ENVE
STORY1
P1
Min
Min
Max
Max
Value
Case
Value
Case
-6038.46
ENVE
3814.82
EX
-1196.97
ENVE
1216.81
ENVE
-46.15
ENVE
34.76
EY
-60.944
EY
96.960
ENVE
-109.332
ENVE
92.586
EY
-5161.643
ENVE
5365.080
ENVE
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
P I E R
STORY
January 9, 2012 16:33
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
F O R C E
PIER
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 9, 2012 16:33
PAGE 2
E N V E L O P E S
ITEM
P
V2
V3
T
M2
M3
STORY7
P2
Min
Min
Max
Max
Value
Case
Value
Case
-324.34
ENVE
115.85
ENVE
-119.65
ENVE
29.79
ENVE
-45.33
ENVE
14.75
ENVE
-132.638
ENVE
71.538
ENVE
-74.936
ENVE
76.077
ENVE
-463.917
ENVE
300.495
ENVE
STORY6
P2
Min
Min
Max
Max
Value
Case
Value
Case
-583.50
ENVE
178.45
ENVE
-260.82
ENVE
204.23
ENVE
-50.69
ENVE
21.83
ENVE
-96.432
ENVE
33.690
ENVE
-85.056
ENVE
82.660
ENVE
-564.120
ENVE
836.334
ENVE
STORY5
P2
Min
Min
Max
Max
Value
Case
Value
Case
-1128.76
ENVE
59.93
ENVE
-490.46
ENVE
429.89
ENVE
-61.67
ENVE
33.35
ENVE
-134.846
ENVE
68.398
ENVE
-104.636
ENVE
99.843
ENVE
-572.296
ENVE
937.230
ENVE
STORY4
P2
Min
Min
Max
Max
Value
Case
Value
Case
-2022.67
ENVE
161.36
ENVE
-730.74
ENVE
665.55
ENVE
-72.44
ENVE
44.45
ENVE
-127.403
ENVE
72.708
ENVE
-123.412
ENVE
114.944
ENVE
-981.209
ENVE
899.172
ENVE
STORY3
P2
Min
Min
Max
Max
Value
Case
Value
Case
-3190.86
ENVE
842.99
ENVE
-976.89
ENVE
912.38
ENVE
-79.72
ENVE
53.28
ENVE
-159.092
ENVE
103.118
ENVE
-137.909
ENVE
124.705
ENVE
-1739.225
ENVE
1498.608
ENVE
STORY2
P2
Min
Min
Max
Max
Value
Case
Value
Case
-4569.33
ENVE
1737.42
ENVE
-1234.82
ENVE
1182.05
ENVE
-88.70
ENVE
60.69
ENVE
-149.601
ENVE
97.072
ENVE
-163.815
ENVE
129.098
ENVE
-2940.885
ENVE
2680.860
ENVE
STORY1
P2
Min
Min
Max
Max
Value
Case
Value
Case
-5868.15
ENVE
2589.24
ENVE
-1223.52
ENVE
1203.67
ENVE
-45.58
ENVE
34.18
ENVE
-95.302
ENVE
59.285
ENVE
-108.932
ENVE
92.186
ENVE
-5377.087
ENVE
5173.650
ENVE
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
S P A N D R E L
STORY
January 17, 2012 6:59
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
F O R C E
SPANDREL
ITEM
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 17, 2012 6:59
PAGE 2
E N V E L O P E S
P
V2
V3
T
M2
M3
STORY7
BP7
Min
Min
Max
Max
Value
Case
Value
Case
-21.31
ENVE
3.13
ENVE
-32.52
ENVE
32.52
ENVE
-0.63
ENVE
0.63
ENVE
-44.765
ENVE
44.765
ENVE
-3.481
ENVE
1.250
ENVE
-27.683
ENVE
25.574
ENVE
STORY6
BP6
Min
Min
Max
Max
Value
Case
Value
Case
-33.91
ENVE
4.58
ENVE
-137.30
ENVE
137.30
ENVE
-0.76
ENVE
0.76
ENVE
-56.341
ENVE
56.341
ENVE
-3.844
ENVE
1.749
ENVE
-132.189
ENVE
129.661
ENVE
STORY5
BP5
Min
Min
Max
Max
Value
Case
Value
Case
-47.28
ENVE
7.24
ENVE
-408.09
ENVE
408.09
ENVE
-0.73
ENVE
0.73
ENVE
-52.403
ENVE
52.403
ENVE
-4.576
ENVE
2.522
ENVE
-402.825
ENVE
400.626
ENVE
STORY4
BP4
Min
Min
Max
Max
Value
Case
Value
Case
-61.85
ENVE
10.73
ENVE
-700.97
ENVE
700.97
ENVE
-0.81
ENVE
0.81
ENVE
-60.349
ENVE
60.349
ENVE
-5.312
ENVE
3.260
ENVE
-695.655
ENVE
693.634
ENVE
STORY3
BP3
Min
Min
Max
Max
Value
Case
Value
Case
-76.54
ENVE
14.48
ENVE
-987.76
ENVE
987.76
ENVE
-0.76
ENVE
0.76
ENVE
-56.522
ENVE
56.522
ENVE
-5.713
ENVE
3.773
ENVE
-982.397
ENVE
980.557
ENVE
STORY2
BP2
Min
Min
Max
Max
Value
Case
Value
Case
-90.12
ENVE
17.75
ENVE
-1203.11
ENVE
1203.11
ENVE
-0.71
ENVE
0.71
ENVE
-55.697
ENVE
55.697
ENVE
-5.860
ENVE
3.928
ENVE
-1197.717
ENVE
1196.002
ENVE
STORY1
BP1
Min
Min
Max
Max
Value
Case
Value
Case
-101.59
ENVE
20.00
ENVE
-1089.62
ENVE
1089.62
ENVE
-0.48
ENVE
0.48
ENVE
-40.677
ENVE
40.677
ENVE
-3.487
ENVE
2.165
ENVE
-1084.115
ENVE
1082.674
ENVE
KESIMPULAN DAN SARAN
6.1
Kesimpulan
Setelah melakukan analisis dan perancangan dinding geser berpasangan
dan balok perangkainya yang disesuaikan dengan SNI 03-1726-2002 dan SNI 032847-2002 pada bab-bab sebelumnya maka dapat ditarik kesimpulan yaitu:
1. Simpangan antar tingkat (drift) yang terjadi pada struktur bangunan kecil
dan memenuhi persyaratan dalam kinerja batas layan dan batas ultimit
struktur bangunan SNI 03-2847-2002.
2. Perencanaan untuk dinding geser
Dinding geser 1
Untuk daerah badan dinding, digunakan tulangan longitudinal 2D-300
mm dan tulangan transversal 2D16-300mm.
Untuk ujung penampang dinding, dibuat penebalan ukuran 500x500
mm2, tulangan longitudinal 9D16 dan digunakan tulangan pengikat
2D13-100mm.
Dinding geser 2
Dinding geser 2 juga memiliki perencanaan yang sama dengan dinding
geser 1 yaitu:
Untuk badan dinding digunakan tulangan longitudinal 2D-300 mm dan
tulangan longitudinal 2D16-300 mm
78
79
Untuk ujung penampang dinding, dibuat penebalan ukuran 500x500
mm2, tulangan longitudinal 9D16 dan digunakan tulangan pengikat
2D13-100mm.
3. Perencanaan untuk balok perangkai
Balok perangkai merupakan balok yang berfungsi sebagai penghubung
antar dinding geser sehingga dinding memiliki kekakuan horizontal yang
lebih besar daripada dinding yang bekerja sebagai dinding uncoupled yang
terpisah. Hasil perencanaan balok perangkai untuk tiap lantai yaitu:
Balok perangkai 1 ukuran 300x800 dengan kelompok tulangan
diagonal 6D32
Balok perangkai 2 ukuran 300x800 dengan kelompok tulangan
diagonal 6D34
Balok perangkai 3 ukuran 300x800 dengan kelompok tulangan
diagonal 6D30
Balok perangkai 4 ukuran 300x800 dengan kelompok tulangan
diagonal 6D25
Balok perangkai 5 ukuran 300x800 dengan kelompok tulangan
diagonal 4D25
Balok perangkai 6 ukuran 300x800 dengan kelompok tulangan
diagonal 4D16
Balok perangkai 7 ukuran 300x800 dengan kelompok tulangan
diagonal 4D16
80
6.2
Saran
Dari hasil dan proses mengerjakan tugas akhir ini, saran yang dapat
diberikan yaitu:
1. Dengan perencanaan yang tepat dan cermat, dinding geser berpasangan ini
dapat digunakan untuk merancang bangunan yang melebihi syarat
ketinggian untuk struktur gedung beraturan (memiliki ketinggian lebih dari
40m atau 10 tingkat)
2. Memperhatikan bukaan diantara dinding geser sehingga bukaan tidak
memberikan pengaruh yang besar pada kekakuan struktur dalam
perencanaan.
3. Tata letak yang tepat dan benar dari dinding geser akan memberikan
pengaruh yang besar bagi struktur dalam menahan gaya lateral.
DAFTAR PUSTAKA
ACI Comitee 318, 2005, Building Code Requirements for Reinforced Concrete
(ACI 318-05) and Commentary (ACI 318-05), American Concrete
Institute, Detroit, Mich.
Departemen Pekerjaan Umum, 1983, Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Dewobroto, W.,diakses 3 agustus 2011,
http://wiryanto.wordpress.com/2010/10/23/detailnya-aneh-betul-nggaksih-pak/
Imran, I.; Hendrik, F., 2009, Perencanaan Struktur Gedung Beton Bertulang
Tahan Gempa, Penerbit ITB, Bandung.
McCormac, J,C., 2006, Design of Reinforced Concrete, John Wiley & Sons Inc.,
Canada.
Panitia Teknik Konstruksi dan Bangunan, 2002, Tata Cara Perencanaan
Ketahanan Gempa untuk Bangunan Gedung (SNI 03-1726-2002), Badan
Standarisasi Nasional.
Panitia Teknik Konstruksi dan Bangunan, 2002, Tata Cara Perencanaan Struktur
Beton untuk Bangunan Gedung (SNI 03-2847-2002), Badan Standarisasi
Nasional.
Paulay, T.; Priestley, M.J.N., 1992, Seismic Design of Reinforced Concrete and
Masonry Buildings, John Wiley & Sons Inc., Canada.
81
82
Purwono, R., 2005, Perencanaan Struktur Beton Bertulang Tahan gempa, ITS
Press, Surabaya.
Schueller, W., 1977, High-Rise Building Structure, Krieger Pub Corp, USA.
Tavio; Kusuma, B., 2009, Desain Sistem Rangka Pemikul Momen dan Dinding
Struktur Beton Bertulang Tahan Gempa, ITS Press, Surabaya.
Uniform Building Code (UBC), 1997, “Volume 2, Structural Engineering Design
Provisions”, International Conference of Building Officials.
LAMPIRAN
ETABS v9.6.0
File:COUPLED SHEARWALL
S T O R Y
D A T A
STORY
SIMILAR TO
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
BASE
None
None
None
None
None
None
None
None
ETABS v9.6.0
Units:KN-m
HEIGHT
ELEVATION
3.750
3.750
3.750
3.750
3.750
3.750
4.500
27.000
23.250
19.500
15.750
12.000
8.250
4.500
0.000
File:COUPLED SHEARWALL
Units:KN-m
M A T E R I A L
P R O P E R T Y
MATERIAL
TYPE
DESIGN
TYPE
MATERIAL
DIR/PLANE
STEEL
CONC
OTHER
Iso
Iso
Iso
Steel
Concrete
None
All
All
All
M A T E R I A L
P R O P E R T Y
M A S S
MASS PER
UNIT VOL
WEIGHT PER
UNIT VOL
7.8271E+00
2.4007E+00
7.8271E+00
7.6820E+01
2.3562E+01
7.6820E+01
STEEL
CONC
OTHER
M A T E R I A L
MATERIAL
NAME
D E S I G N
D A T A
STEEL
COST ($)
344737.894
448159.263
271447.16
D E S I G N
MATERIAL
NAME
LIGHTWEIGHT
CONCRETE
CONC
No
PAGE 2
MODULUS OF
ELASTICITY
POISSON'S
RATIO
199947978.80
23500000.000
199947978.80
0.3000
0.2000
0.3000
F O R
STEEL
FU
M A T E R I A L
January 17, 2012 7:24
A N D
STEEL
FY
STEEL
PAGE 1
D A T A
MATERIAL
NAME
MATERIAL
NAME
January 17, 2012 7:24
D A T A
F O R
S T E E L
M A T E R I A L S
C O N C R E T E
M A T E R I A L S
REBAR
FY
REBAR
FYS
LIGHTWT
REDUC FACT
25000.000
400000.000
240000.000
N/A
ETABS v9.6.0
File:COUPLED SHEARWALL
Units:KN-m
January 17, 2012 7:24
S T A T I C
L O A D
CASE
TYPE
AUTO LAT
LOAD
DEAD
LIVE
EX
EY
DEAD
LIVE
QUAKE
QUAKE
N/A
N/A
USER_LOADS
USER_LOADS
SELF WT
MULTIPLIER
NOTIONAL
FACTOR
Units:KN-m
January 17, 2012 7:24
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
NOTIONAL
DIRECTION
1.0000
0.0000
0.0000
0.0000
File:COUPLED SHEARWALL
L O A D I N G
PAGE 3
C A S E S
STATIC
CASE
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
SHEAR
MODULUS
1.1700E-05 76903068.77
9.9000E-06 9791666.667
1.1700E-05 76903068.77
W E I G H T
CONCRETE
FC
ETABS v9.6.0
THERMAL
COEFF
PAGE 4
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
STORY
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
C E N T E R S
January 17, 2012 7:29
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
O F
DIAPHRAGM
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
C U M U L A T I V E
January 17, 2012 7:29
M A S S
&
C E N T E R S
PAGE 2
O F
R I G I D I T Y
/----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/
LEVEL
NAME
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
D1
D2
D3
D4
D5
D6
D7
ETABS v9.6.0
MASS
ORDINATE-X
ORDINATE-Y
ORDINATE-X
ORDINATE-Y
8.246E+02
1.214E+03
1.214E+03
1.214E+03
1.214E+03
1.214E+03
1.243E+03
12.000
12.000
12.000
12.000
12.000
12.000
12.000
21.000
21.000
21.000
21.000
21.000
21.000
21.000
12.000
12.000
12.000
12.000
12.000
12.000
12.000
21.000
21.000
21.000
21.000
21.000
21.000
21.000
File:COUPLED SHEARWALL
Units:KN-m
January 17, 2012 7:29
PAGE 3
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
STORY7
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
9614.55
ENVE
-949.90
ENVE
949.90
ENVE
-949.90
ENVE
949.90
ENVE
-25704.321
ENVE
25704.321
ENVE
0.000 -115374.617
ENVE
ENVE
201905.580
0.000
ENVE
ENVE
STORY7
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
13295.70
ENVE
-949.90
ENVE
949.90
ENVE
-949.90
ENVE
949.90
ENVE
-25704.321
ENVE
25704.321
ENVE
0.000 -159548.455
ENVE
ENVE
279209.797
0.000
ENVE
ENVE
STORY6
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
27392.47
ENVE
-2348.17
ENVE
2348.17
ENVE
-2348.17
ENVE
2348.17
ENVE
-63541.588
ENVE
63541.588
ENVE
0.000 -328709.689
ENVE
ENVE
575241.956
0.000
ENVE
ENVE
STORY6
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
30787.04
ENVE
-2348.17
ENVE
2348.17
ENVE
-2348.17
ENVE
2348.17
ENVE
-63541.588
ENVE
63541.588
ENVE
0.000 -369444.491
ENVE
ENVE
646527.860
0.000
ENVE
ENVE
STORY5
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
45170.40
ENVE
-3746.45
ENVE
3746.45
ENVE
-3746.45 -101378.856
ENVE
ENVE
3746.45 101378.856
ENVE
ENVE
0.000 -542044.762
ENVE
ENVE
948578.333
0.000
ENVE
ENVE
STORY5
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
48564.96
ENVE
-3746.45
ENVE
3746.45
ENVE
-3746.45 -101378.856
0.000 -582779.564
ENVE
ENVE
ENVE
ENVE
3746.45 101378.856 1019864.237
0.000
ENVE
ENVE
ENVE
ENVE
STORY4
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
62948.32
ENVE
-5144.72
ENVE
5144.72
ENVE
-5144.72 -139216.123
0.000 -755379.834
ENVE
ENVE
ENVE
ENVE
5144.72 139216.123 1321914.710
0.000
ENVE
ENVE
ENVE
ENVE
STORY4
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
66342.89
ENVE
-5144.72
ENVE
5144.72
ENVE
-5144.72 -139216.123
0.000 -796114.636
ENVE
ENVE
ENVE
ENVE
5144.72 139216.123 1393200.613
0.000
ENVE
ENVE
ENVE
ENVE
STORY3
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
80726.24
ENVE
-6542.99
ENVE
6542.99
ENVE
-6542.99 -177053.391
0.000 -968714.907
ENVE
ENVE
ENVE
ENVE
6542.99 177053.391 1695251.087
0.000
ENVE
ENVE
ENVE
ENVE
STORY3
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
84120.81
ENVE
-6542.99
ENVE
6542.99
ENVE
-6542.99 -177053.391
0.000-1009449.709
ENVE
ENVE
ENVE
ENVE
6542.99 177053.391 1766536.990
0.000
ENVE
ENVE
ENVE
ENVE
STORY2
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
98504.16
ENVE
-7941.27
ENVE
7941.27
ENVE
-7941.27 -214890.658
0.000-1182049.979
ENVE
ENVE
ENVE
ENVE
7941.27 214890.658 2068587.463
0.000
ENVE
ENVE
ENVE
ENVE
STORY2
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
101898.73
ENVE
-7941.27
ENVE
7941.27
ENVE
-7941.27 -214890.658
0.000-1224832.810
ENVE
ENVE
ENVE
ENVE
7941.27 214890.658 2139873.367
0.000
ENVE
ENVE
ENVE
ENVE
STORY1
Top
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
116282.09
ENVE
-9658.80
ENVE
9658.80
ENVE
-9658.80 -261367.263
0.000-1395385.051
ENVE
ENVE
ENVE
ENVE
9658.80 261367.263 2441923.840
0.000
ENVE
ENVE
ENVE
ENVE
STORY1
Bottom
Min
Min
Max
Max
Value
Case
Value
Case
0.00
ENVE
120350.14
ENVE
-9658.80
ENVE
9658.80
ENVE
-9658.80 -261367.263
0.000-1471570.322
ENVE
ENVE
ENVE
ENVE
9658.80 261367.263 2527352.924
0.000
ENVE
ENVE
ENVE
ENVE
MX
MY
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
P I E R
January 6, 2012 13:42
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
File:COUPLED SHEARWALL
F O R C E
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 6, 2012 13:42
PAGE 2
E N V E L O P E S
STORY
PIER
ITEM
STORY7
P1
Min Value
Min Case
Max Value
P
V2
V3
T
M2
M3
-320.96
ENVE
57.29
-61.60
EX
121.14
-45.67
ENVE
15.08
-46.536
ENVE
128.221
-74.752
ENVE
73.122
-361.414
EX
478.038
Max Case
ENVE
ENVE
EY
ENVE
ENVE
ENVE
STORY6
P1
Min
Min
Max
Max
Value
Case
Value
Case
-582.47
ENVE
41.75
EY
-176.05
ENVE
251.96
ENVE
-51.24
ENVE
22.37
EY
-41.627
EX
98.811
ENVE
-84.993
ENVE
79.368
ENVE
-812.330
ENVE
406.657
ENVE
STORY5
P1
Min
Min
Max
Max
Value
Case
Value
Case
-1142.57
ENVE
280.17
EX
-406.53
ENVE
478.50
ENVE
-62.17
ENVE
33.84
EY
-67.561
EY
130.012
ENVE
-104.480
ENVE
96.271
ENVE
-912.744
ENVE
406.852
ENVE
STORY4
P1
Min
Min
Max
Max
Value
Case
Value
Case
-2062.51
ENVE
871.58
EX
-646.97
ENVE
715.68
ENVE
-73.04
ENVE
45.05
EY
-80.617
EY
135.312
ENVE
-123.361
ENVE
111.185
ENVE
-880.422
ENVE
945.578
ENVE
STORY3
P1
Min
Min
Max
Max
Value
Case
Value
Case
-3268.66
ENVE
1740.86
EX
-895.28
ENVE
959.79
ENVE
-80.37
ENVE
53.93
EY
-103.161
EY
159.136
ENVE
-137.860
ENVE
120.834
ENVE
-1393.010
ENVE
1694.534
ENVE
STORY2
P1
Min
Min
Max
Max
Value
Case
Value
Case
-4694.81
ENVE
2824.28
EX
-1166.30
ENVE
1219.07
ENVE
-89.30
ENVE
61.29
EY
-105.999
EY
158.527
ENVE
-163.884
ENVE
125.619
ENVE
-2605.098
ENVE
2902.869
ENVE
STORY1
P1
Min
Min
Max
Max
Value
Case
Value
Case
-6038.46
ENVE
3814.82
EX
-1196.97
ENVE
1216.81
ENVE
-46.15
ENVE
34.76
EY
-60.944
EY
96.960
ENVE
-109.332
ENVE
92.586
EY
-5161.643
ENVE
5365.080
ENVE
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
P I E R
STORY
January 9, 2012 16:33
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
F O R C E
PIER
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 9, 2012 16:33
PAGE 2
E N V E L O P E S
ITEM
P
V2
V3
T
M2
M3
STORY7
P2
Min
Min
Max
Max
Value
Case
Value
Case
-324.34
ENVE
115.85
ENVE
-119.65
ENVE
29.79
ENVE
-45.33
ENVE
14.75
ENVE
-132.638
ENVE
71.538
ENVE
-74.936
ENVE
76.077
ENVE
-463.917
ENVE
300.495
ENVE
STORY6
P2
Min
Min
Max
Max
Value
Case
Value
Case
-583.50
ENVE
178.45
ENVE
-260.82
ENVE
204.23
ENVE
-50.69
ENVE
21.83
ENVE
-96.432
ENVE
33.690
ENVE
-85.056
ENVE
82.660
ENVE
-564.120
ENVE
836.334
ENVE
STORY5
P2
Min
Min
Max
Max
Value
Case
Value
Case
-1128.76
ENVE
59.93
ENVE
-490.46
ENVE
429.89
ENVE
-61.67
ENVE
33.35
ENVE
-134.846
ENVE
68.398
ENVE
-104.636
ENVE
99.843
ENVE
-572.296
ENVE
937.230
ENVE
STORY4
P2
Min
Min
Max
Max
Value
Case
Value
Case
-2022.67
ENVE
161.36
ENVE
-730.74
ENVE
665.55
ENVE
-72.44
ENVE
44.45
ENVE
-127.403
ENVE
72.708
ENVE
-123.412
ENVE
114.944
ENVE
-981.209
ENVE
899.172
ENVE
STORY3
P2
Min
Min
Max
Max
Value
Case
Value
Case
-3190.86
ENVE
842.99
ENVE
-976.89
ENVE
912.38
ENVE
-79.72
ENVE
53.28
ENVE
-159.092
ENVE
103.118
ENVE
-137.909
ENVE
124.705
ENVE
-1739.225
ENVE
1498.608
ENVE
STORY2
P2
Min
Min
Max
Max
Value
Case
Value
Case
-4569.33
ENVE
1737.42
ENVE
-1234.82
ENVE
1182.05
ENVE
-88.70
ENVE
60.69
ENVE
-149.601
ENVE
97.072
ENVE
-163.815
ENVE
129.098
ENVE
-2940.885
ENVE
2680.860
ENVE
STORY1
P2
Min
Min
Max
Max
Value
Case
Value
Case
-5868.15
ENVE
2589.24
ENVE
-1223.52
ENVE
1203.67
ENVE
-45.58
ENVE
34.18
ENVE
-95.302
ENVE
59.285
ENVE
-108.932
ENVE
92.186
ENVE
-5377.087
ENVE
5173.650
ENVE
ETABS v9.6.0
File:COUPLED SHEARWALL
L O A D I N G
COMBO
COMB1
COMB2
ADD
ADD
COMB3
ADD
COMB4
ADD
COMB5
ADD
COMB6
ADD
COMB7
ADD
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
ENVE
ENVE
CASE
CASE
TYPE
DEAD
DEAD
LIVE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
DEAD
LIVE
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Static
Static
Static
Static
File:COUPLED SHEARWALL
S P A N D R E L
STORY
January 17, 2012 6:59
PAGE 1
C O M B I N A T I O N S
COMBO
TYPE
ETABS v9.6.0
Units:KN-m
F O R C E
SPANDREL
ITEM
SCALE
FACTOR
1.4000
1.2000
1.6000
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
1.0000
0.3000
0.9000
-1.0000
0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
0.9000
0.3000
1.0000
0.9000
-0.3000
1.0000
0.9000
0.3000
-1.0000
0.9000
-0.3000
-1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
1.0000
Units:KN-m
January 17, 2012 6:59
PAGE 2
E N V E L O P E S
P
V2
V3
T
M2
M3
STORY7
BP7
Min
Min
Max
Max
Value
Case
Value
Case
-21.31
ENVE
3.13
ENVE
-32.52
ENVE
32.52
ENVE
-0.63
ENVE
0.63
ENVE
-44.765
ENVE
44.765
ENVE
-3.481
ENVE
1.250
ENVE
-27.683
ENVE
25.574
ENVE
STORY6
BP6
Min
Min
Max
Max
Value
Case
Value
Case
-33.91
ENVE
4.58
ENVE
-137.30
ENVE
137.30
ENVE
-0.76
ENVE
0.76
ENVE
-56.341
ENVE
56.341
ENVE
-3.844
ENVE
1.749
ENVE
-132.189
ENVE
129.661
ENVE
STORY5
BP5
Min
Min
Max
Max
Value
Case
Value
Case
-47.28
ENVE
7.24
ENVE
-408.09
ENVE
408.09
ENVE
-0.73
ENVE
0.73
ENVE
-52.403
ENVE
52.403
ENVE
-4.576
ENVE
2.522
ENVE
-402.825
ENVE
400.626
ENVE
STORY4
BP4
Min
Min
Max
Max
Value
Case
Value
Case
-61.85
ENVE
10.73
ENVE
-700.97
ENVE
700.97
ENVE
-0.81
ENVE
0.81
ENVE
-60.349
ENVE
60.349
ENVE
-5.312
ENVE
3.260
ENVE
-695.655
ENVE
693.634
ENVE
STORY3
BP3
Min
Min
Max
Max
Value
Case
Value
Case
-76.54
ENVE
14.48
ENVE
-987.76
ENVE
987.76
ENVE
-0.76
ENVE
0.76
ENVE
-56.522
ENVE
56.522
ENVE
-5.713
ENVE
3.773
ENVE
-982.397
ENVE
980.557
ENVE
STORY2
BP2
Min
Min
Max
Max
Value
Case
Value
Case
-90.12
ENVE
17.75
ENVE
-1203.11
ENVE
1203.11
ENVE
-0.71
ENVE
0.71
ENVE
-55.697
ENVE
55.697
ENVE
-5.860
ENVE
3.928
ENVE
-1197.717
ENVE
1196.002
ENVE
STORY1
BP1
Min
Min
Max
Max
Value
Case
Value
Case
-101.59
ENVE
20.00
ENVE
-1089.62
ENVE
1089.62
ENVE
-0.48
ENVE
0.48
ENVE
-40.677
ENVE
40.677
ENVE
-3.487
ENVE
2.165
ENVE
-1084.115
ENVE
1082.674
ENVE