KESIMPULAN DAN SARAN PERANCANGAN STRUKTUR GEDUNG RUMAH SAKIT UMUMPROPINSI KEPULAUAN RIAU.
BAB VI
KESIMPULAN DAN SARAN
6.1. Kesimpulan
Setelah melakukan analisis dan perancangan pada Struktur Gedung Rumah
Sakit Umum Propinsi Kepulauan Riau, dapat diambil
beberapa kesimpulan
seperti yang tercantum di bawah ini.
1.Pelat atap dan lantai digunakan tebal 120 mm. Pelat atap dua arah dengan
tulangan P10-250 untuk arah X dan arah Y, sedangkan pelat lantai dua arah
dengan tulangan P10-150 untuk arah X dan P10-200 untuk arah Y.
2.Dalam perencanaan balok, digunakan 3 macam dimensi yaitu sebesar 300 mm x
500 mm, 400 mm x 600 mm, dan 450 mm x 700 mm. Balok
balok tersebut
direncanakan dengan tulangan lentur dan geser yang berbeda-beda.
3.Dalam perencanaan kolom, dimensi yang digunakan untuk kolom basement lantai 3 sebesar 900 mm x 900 mm, dimensi yang digunakan untuk kolom
lantai 4 - lantai 6 sebesar 800 mm x 800 mm, sedangkan dimensi 700 mm x
700 mm digunakan untuk kolom lantai 7 - Top Floor.
Kolom
kolom
tersebut direncanakan dengan jumlah tulangan longitudinal dan transversal
yang berbeda beda pula.
4.Dalam perencanaan pondasi, dimensi poer yang digunakan adalah 3,0 m x 3,0
m, dengan tebal poer 1,0 m. Tulangan yang digunakan untuk bagian poer
adalah D22-300 untuk arah memanjang dan arah lebar. Jumlah tiang yang
digunakan 4 buah dengan tulangan 6 D22.
188
189
6.2. Saran
Saran-saran yang dapat diberikan penulis dari hasil Tugas Akhir yang
disusun tercantum seperti di bawah ini.
1. Sebelum perencanaan struktur sebaiknya dilakukan estimasi awal pada
ukuran elemen struktur, sehingga tidak terjadi penentuan elemen struktur
berulang-ulang.
2. Untuk kemudahan dalam melaksanakan analisis struktur terutama dalam
pembuatan model struktur gedung akan lebih mudah jika memakai
program analisis struktur ETABS beserta program-program bantu lainnya.
DAFTAR PUSTAKA
Arfiadi, Y., 2005, Lecture Notes On Reinforce Concrete Structures II, FT.UAJY
Badan Standarisasi Nasional, 2002. Tata Cara Perencanaan Struktur Beton Untuk
Bangunan Gedung, SNI 03-2847-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002. Tata cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung, SNI 03-1726-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002. Tata Cara Perencanaan Struktur Baja untuk
Bangunan Gedung, SNI 03-1729-2002. Yayasan LPMB, Bandung.
Bowles, J.E., 1984, Analisa dan Disain Pondasi, Penerbit Erlangga, Jakarta.
Departemen Pekerjaan Umum, 1983. Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Departemen Pekerjaan Umum, 1983, Peraturan Beton Bertulang Indonesia 1971,
Yayasan LPMB, Bandung.
Dipohusodo, I., 1994. Struktur Beton Bertulang, Gramedia, Jakarta.
Jimmy S. Juwana, 2005. Sistem Bangunan Tinggi, Penerbit Erlangga, Jakarta.
Nawy, E., G., 1990. Beton Bertulang Suatu Pendekatan Dasar, PT. Eresco,
Bandung.
Purwono, Rachmat, 2006. Perencanaan Struktur Beton Bertulang Tahan Gempa
edisi kedua, ITS Press, Surabaya.
190
INPUT STRUKTUR RUMAH SAKIT UMUM PROPINSI KEPULAUAN RIAU
ETABS v9.0.0
File:SUMMARY REPORT
Company Name
ETABS v9.0.0
File:REVISI I
PROJECT INFORMATION
S T O R Y
D A T A
STORY9
STORY9
STORY
TOP FLOOR
SIMILAR TO
None
STORY8
STORY9
STORY9
STORY5
S T A T I C
File:REVISI I
L O A D
AUTO LAT
LOAD
LIVE
LIVE
N/A
DEAD
EX
EY
November 6, 2010 14:59
File:REVISI I
DIRECTION
COMBO
SRSS
PAGE 3
1.0000
0.0000
USER_COEFF
USER_COEFF
BASIC RESPONSE SPECTRUM DATA
CQC
4.000
0.000
SELF WT
MULTIPLIER
0.0000
0.0000
Units:KN-m
R E S P O N S E
S P E C T R U M
RESP SPEC CASE: SNI2002
MODAL
COMBO
12.000
8.000
N/A
QUAKE
QUAKE
ETABS v9.0.0
16.000
Units:KN-m
CASE
TYPE
DEAD
20.000
C A S E S
STATIC
CASE
PAGE 2
28.000
24.000
4.000
None
ETABS v9.0.0
32.000
PAGE 1
36.000
4.000
4.000
None
BASE
4.000
4.000
None
STORY3
STORY1
ELEVATION
40.000
4.000
STORY9
STORY3
STORY2
HEIGHT
4.000
4.000
4.000
STORY9
STORY4
November 6, 2010 14:59
= mahasiswa
Units:KN-m November 6, 2010 14:59
4.000
STORY9
STORY7
STORY6
Units:KN-m
November 6, 2010 14:59
C A S E S
MODAL
DAMPING
0.0500
SPECTRUM
ANGLE
0.0000
PAGE 4
TYPICAL
ECCEN
0.0000
RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA
DIRECTION
FUNCTION
SCALE FACT
U1
WGSDG3
9.8100
UZ
WGSDG3
9.8100
U2
WGSDG3
ETABS v9.0.0
A U T O
9.8100
File:REVISI I
S E I S M I C
Units:KN-m
U S E R
November 6, 2010 14:59
C O E F F I C I E N T
PAGE 5
Case: EX
AUTO SEISMIC INPUT DATA
Direction: X
Typical Eccentricity = 5%
Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.035 (in feet units)
Top Story: STORY10
Bottom Story: BASE
C = 0.06
K = 1
AUTO SEISMIC CALCULATION FORMULAS
V = C W
AUTO SEISMIC CALCULATION RESULTS
W Used = 236026.53
V Used = 0.0600W = 14161.59
AUTO SEISMIC STORY FORCES
STORY
FX
FY
FZ
MX
MY
TOP FLOOR
STORY9
2199.05
2241.72
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
STORY7
1797.13
0.00
0.00
0.000
0.000
STORY8
STORY6
STORY5
STORY4
1992.64
1596.99
1330.83
1100.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
MZ
0.000
-218.837
0.000
-194.522
0.000
0.000
-168.839
-140.699
0.000
-182.853
-120.867
STORY3
977.33
STORY2
STORY1
ETABS v9.0.0
A U T O
0.00
632.82
292.79
File:REVISI I
S E I S M I C
0.00
0.00
0.00
Units:KN-m
U S E R
0.000
0.00
0.00
0.000
0.000
November 6, 2010 14:59
C O E F F I C I E N
0.000
0.000
0.000
1855.050
1024.149
101.915
PAGE 6
Case: EY
AUTO SEISMIC INPUT DATA
Direction: X
Typical Eccentricity = 5%
Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.035 (in feet units)
Top Story: STORY10
Bottom Story: BASE
C = 0.06
K = 1
AUTO SEISMIC CALCULATION FORMULAS
V = C W
AUTO SEISMIC CALCULATION RESULTS
W Used = 236026.53
V Used = 0.0600W = 14161.59
AUTO SEISMIC STORY FORCES
STORY
TOP FLOOR
FX
2199.05
FY
0.00
FZ
0.00
MX
0.000
MY
0.000
STORY8
1992.64
0.00
0.00
0.000
0.000
STORY9
2241.72
STORY7
STORY6
1797.13
1596.99
STORY5
MASS
FROM
Masses
ETABS v9.0.0
LATERAL
MASS ONLY
Yes
DIAPHRAGM
STORY9
STORY8
D9
D8
TOP FLOOR
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
0.000
0.000
0.000
0.000
0.000
-218.837
0.000
0.000
-182.853
-168.839
0.000
0.000
0.000
0.000
0.000
November 6, 2010 14:59
PAGE 7
November 6, 2010 14:59
PAGE 8
-194.522
-140.699
-120.867
1855.050
1024.149
101.915
AT STORIES
Yes
Units:KN-m
D A T A
MASS-X
MASS-Y
MMI
X-M
Y-M
D10
1947.8504
1947.85041006971.3405
32.586
32.430
D7
2264.7031
2264.70311172919.1077
32.896
32.278
2197.5604
2197.5604
D6
2347.5376
D5
D4
2347.5376
2425.7250
D3
2567.1291
D2
2538.6052
D1
2519.6041
File:REVISI I
A S S E M B L E D
STORY
Units:KN-m
0.000
0.000
0.000
D A T A
M A S S
STORY
0.00
0.000
LUMP MASS
File:REVISI I
D I A P H R A G M
0.00
0.00
0.00
File:REVISI I
S O U R C E
0.00
0.00
0.00
292.79
ETABS v9.0.0
0.00
0.00
977.33
632.82
STORY1
0.00
0.00
0.00
1100.30
STORY3
STORY2
0.00
0.00
0.00
1330.83
STORY4
M A S S
0.00
MZ
0.000
P O I N T
UX
2197.56041135163.8531
2197.56041135163.8531
2347.53761218769.1682
2347.53761218769.1682
2425.72501262634.8943
2567.12911334739.3277
2538.60521321621.1944
2519.60411314594.8564
Units:KN-m
November 6, 2010 14:59
M A S S E S
UY
UZ
RX
32.880
32.880
32.913
32.913
32.929
32.701
32.851
32.946
32.285
32.285
32.271
32.271
32.264
32.024
32.167
32.257
PAGE 9
RY
RZ
TOP FLOOR
1947.850352 1947.850352
0.000000
0.000000
0.0000001006971.3405
STORY8
STORY7
2206.274784 2206.274784
2274.062217 2274.062217
0.000000
0.000000
0.000000
0.000000
0.0000001135163.8531
0.0000001172919.1077
STORY9
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
BASE
Totals
2206.274784 2206.274784
2357.617017 2357.617017
2357.617017 2357.617017
2436.545090 2436.545090
2885.635083 2885.635083
2802.656523 2802.656523
2593.474450 2593.474450
451.195920 451.195920
24519.20323824519.203238
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.0000001135163.8531
0.0000001218769.1682
0.0000001218769.1682
0.0000001262634.8943
0.0000001334739.3277
0.0000001321621.1944
0.0000001314594.8564
0.000000
0.000000
0.00000012121346.764
ETABS v9.0.0
File:REVISI I
Units:KN-m
November 6, 2010 14:59
PAGE 10
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
TOP FLOOR
STORY9
STORY7
STORY8
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
M O D A L
MASS
ORDINATE-X
ORDINATE-Y
ORDINATE-X
ORDINATE-Y
D10
D9
1947.8504
2197.5604
32.586
32.880
32.430
32.285
32.302
32.146
30.922
30.758
D7
2264.7031
32.896
32.278
31.672
D8
2197.5604
D6
D5
2347.5376
2347.5376
D4
File:REVISI I
P E R I O D S
(CYCLES/TIME)
0.83162
1.20247
0.94793
0.90389
Mode 4
0.32368
Mode 3
Mode 5
Mode 6
FREQUENCY
(TIME)
Mode 1
Mode 2
0.18042
Mode 9
Mode 10
Mode 11
File:REVISI I
Units:KN-m
11.56 < 86>
4.47 < 91>
0.09 < 91>
0.04 < 87>
5.22 < 92>
Mode 9
0.77 < 92>
Mode 10
2.27 < 94>
Mode 11
Mode 12
ETABS v9.0.0
0.03 < 94>
0.27 < 95>
File:REVISI I
7.46 <
7>
Z-TRANS
%MASS
0.00 <
0.00 <
2.53 < 95>
0.00 < 95>
NAME
Load
Load
Load
0.00 <
0.00 <
Load
Accel
Accel
Accel
Accel
Accel
Accel
ETABS v9.0.0
DYNAMIC
EX
99.9995
99.9277
UX
UY
99.9581
99.9572
94.5400
94.5936
0.0035
0.0044
EY
RY
RZ
0.03
0>
0>
0.00
0.39
0>
0.01
0>
0.00
0>
0>
0.01
0.00
R A T I O S
99.9291
Units:KN-m
November 6, 2010 14:59
LOAD
DEAD
LIVE
EX
EY
SNI2002
FX
0.00
0.00
-14161.59
-14161.59
53953.03
FY
0.00
0.00
0.00
0.00
57174.78
11.54 < 86>
0.08
5.39 < 92>
0.33
0.01
0.00
0.00
0.00
PAGE 13
FZ
MX
PAGE 14
MY
356818.8411416791.853-11534530.21
59566.50 1936913.900-1959269.900
0.00
0.000 -383258.480
0.00
0.000 -383258.480
0.81 < 17>
0.03
0.00 < 99>
99.9277
94.2752
TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN
16.66 < 17>
55.06 < 73>
1.72 < 74>
0.0000
99.9994
99.9995
76.0204
File:REVISI I
0.00 < 99>
0>
RZ-ROTN
%MASS
14.51 < 99>
0.01 < 99>
99.9277
0.0000
RX
0>
6.27 < 99>
0.02 < 99>
69.82 < 70>
0.0000
0.0000
99.9995
UZ
15.12 < 85>
9.65 < 10>
November 6, 2010 14:59
STATIC
DEAD
LIVE
83.54 < 93>
0>
0>
0.00 <
0.00 <
0.02 < 92>
0>
0.00 <
0.00 <
0.00 <
0.05 < 92>
RY-ROTN
%MASS
0>
0.00 <
0.73 < 87>
PAGE 12
RX-ROTN
%MASS
0.00 <
0.00 <
4.37 < 74>
0.49 < 74>
Units:KN-m
52.22449
R A T I O S
M O D A L
L O A D
P A R T I C I P A T I O N
(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)
TYPE
34.82523
November 6, 2010 14:59
M A S S
1.10 < 84>
Mode 7
Mode 8
33.95499
54.57155
62.13 < 70>
2.15 < 87>
5.40411
20.10444
21.46891
8.31179
11.04 < 63>
Mode 6
19.41146
8.68533
Mode 2
Mode 5
7.55533
3.08943
0.11514
Y-TRANS
%MASS
10.41 < 74>
9.48 < 83>
6.62834
6.95128
36.45864
51.09314
X-TRANS
%MASS
Mode 3
Mode 4
CIRCULAR FREQ
5.80257
8.13173
MODE
NUMBER
52.44 < 52>
26.997
29.460
0.17234
0.12298
P A R T I C I P A T I N G
Mode 1
28.611
PAGE 11
5.54261
0.12031
Mode 12
27.674
3.19972
3.41688
0.18504
Mode 8
28.874
(RADIANS/TIME)
1.05493
1.10633
0.31253
0.29266
Mode 7
M O D A L
November 6, 2010 14:59
30.266
29.929
29.422
28.032
30.375
F R E Q U E N C I E S
PERIOD
NUMBER
32.167
32.257
30.549
31.319
30.787
29.925
32.024
32.851
32.946
Units:KN-m
A N D
32.264
32.701
2538.6052
2519.6041
31.948
32.271
32.271
32.929
2567.1291
D2
D1
32.285
32.913
32.913
2425.7250
D3
MODE
ETABS v9.0.0
32.880
MZ
0.000
0.000
455155.117
455155.117
0.00 1545258.798 1457704.627 2734623.731
0.05 < 74>
0.37 < 86>
0.02 < 86>
0.20 < 92>
0.01 < 92>
2.44 < 94>
!"
ETABS v9.0.0
File:REVISI I
Units:KN-m
S T O R Y
F O R C E S
STORY
LOAD
STORY9
STORY8
EX
EX
0.00
0.00
STORY6
EX
0.00
TOP FLOOR
STORY7
STORY5
STORY4
STORY3
STORY2
P
EX
EX
EX
EX
EX
VX
0.00
-2199.05
0.00
-8230.53
VY
0.00
0.00
318329.329
-11158.35
-12258.65
0.00
0.00
361416.990
397037.579
0.00
-13868.80
0.00
445812.425
-13235.98
0.00
-10337.27
-2199.05
786.26
0.00
STORY8
EY
0.00
-6433.40
0.00
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
0.00
EY
EY
EY
EY
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
File:REVISI I
LOAD
TOP FLOOR
Y
EX
STORY8
X
EX
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
STORY1
TOP FLOOR
TOP FLOOR
STORY9
STORY9
STORY8
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
X
Y
Y
0.00
8741.88
-10337.27
EX
EX
EX
EX
X
Y
X
Y
X
Y
EX
43402.00
47544.00
51072.02
53200.07
40880.00
Units:KN-m
MAX DRIFT
1/4191
1/100941
1/2445
1/59136
1/1736
1/40127
1/1346
1/1204
1/20829
1/1224
1/1369
1/1155
1/6016
1/5559
1/2638
1/11597
Y
EY
1/100941
X
EY
X
Y
Y
X
Y
X
Y
X
Y
X
Y
X
Y
X
Y
X
EY
EY
EY
1/4191
1/2445
1/59136
1/1736
1/40127
EY
EY
1/1565
1/31747
EY
1/26361
EY
EY
EY
EY
1/1346
1/1204
1/20829
1/1224
EY
1/14250
EY
1/1369
EY
EY
EY
EY
34040.62 1605089.628
45992.42 2186977.162
50370.44 2405979.415
0.000 -169158.386
0.000 -218192.992
0.000 -271136.917
0.000 -326612.113
7357.953 -372250.227
37025.328
34967.519
1/1155
1/6016
1/5559
1/2638
352125.306
692384.256
889714.170
331995.169
652956.382
839188.640
54122.26 2582433.353 1101049.808 1038600.041
56377.32 2693142.582 1321156.083 1246268.395
43146.03 2555714.118 1508510.901 1424685.612
November 6, 2010 14:59
EX
EY
-52292.819
0.000 -85214.923
0.000 -124524.999
482595.457
EX
EX
X
-26559.226
511813.717
1/14250
EX
412553.010
429782.598
0.000
40557.64 1920628.615
EX
EX
EX
426480.946
445812.425
0.000
38262.63
32103.92
1/26361
Y
361416.990
397037.579
0.000 -326612.113
7357.953 -372250.227
0.000
-8796.180
0.00
EX
X
266624.136
318329.329
0.000 -271136.917
105000.807
205181.179
Y
EX
EX
208434.327
0.000 -169158.386
0.000 -218192.992
111298.987
217601.992
1/1565
1/31747
X
Y
143907.592
-85214.923
0.000 -124524.999
18612.54 869204.504
26772.12 1256395.137
EX
EX
EX
786.26
9256.33
412553.010
71315.016
-26559.226
-52292.819
17552.55
25239.94
X
Y
X
0.00
426480.946
0.000
0.000
MY
-8796.180
0.00
0.00
6622.90
DIRECTION
STORY9
STORY9
0.00
0.00
0.00
SNI2002
X
-13235.98
-13868.80
0.00
SNI2002
STORY
TOP FLOOR
0.00
0.00
0.00
0.00
SNI2002
STORY DRIFTS
0.00
-12258.65
0.00
SNI2002
0.00
0.00
-11158.35
1165.88
SNI2002
-8230.53
-9827.52
0.00
0.00
0.00
EY
EY
ETABS v9.0.0
-4440.76
0.00
0.00
EY
0.000
-9827.52
1165.88
0.00
STORY7
STORY6
266624.136
143907.592
208434.327
0.00
MX
0.000
0.00
0.00
EX
EY
EY
T
71315.016
-4440.76
-6433.40
STORY1
TOP FLOOR
STORY9
PAGE 15
0.00
0.00
0.00
EX
November 6, 2010 14:59
PAGE 16
#$%
STORY1
Y
EY
STORY9
X
SNI2002
TOP FLOOR
TOP FLOOR
STORY9
STORY8
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
STORY1
ETABS v9.0.0
X
Y
1/11597
SNI2002
SNI2002
Y
1/886
1/940
1/514
SNI2002
X
Y
1/554
SNI2002
SNI2002
X
1/364
1/396
SNI2002
1/329
Y
SNI2002
1/360
X
SNI2002
1/252
X
Y
SNI2002
SNI2002
Y
1/282
1/309
SNI2002
X
Y
X
1/275
SNI2002
SNI2002
1/257
1/281
SNI2002
1/280
SNI2002
Y
X
Y
1/261
SNI2002
SNI2002
X
1/297
1/314
SNI2002
Y
1/555
SNI2002
File:REVISI I
1/575
Units:KN-m
DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS
November 6, 2010 14:59
PAGE 17
STORY
TOP FLOOR
DIAPHRAGM
D10
LOAD
EX
UX
0.0228
UY
-0.0001
RZ
-0.00007
STORY8
D8
EX
0.0203
-0.0002
-0.00007
STORY9
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
D9
D7
D6
D5
D4
D3
D2
D1
D10
D9
D8
D7
D6
D5
D4
D3
D2
D1
D10
D9
D8
D7
D6
D5
D4
D3
D2
D1
EX
0.0219
EX
EX
0.0180
0.0156
EX
-0.0002
0.0065
0.0036
-0.0002
-0.0002
0.0095
EX
0.0012
EY
0.0228
EY
EY
EY
EY
EY
EY
EY
SNI2002
SNI2002
SNI2002
SNI2002
0.0254
0.0143
SNI2002
-0.0002
0.0789
0.0374
SNI2002
SNI2002
-0.0002
0.0786
0.0497
SNI2002
-0.0002
-0.0002
-0.0001
0.0884
0.0701
0.0607
SNI2002
-0.0002
0.0012
0.0882
0.0846
SNI2002
-0.00001
-0.0001
-0.0002
0.0036
0.0049
-0.00006
-0.0001
0.0156
0.0065
EY
-0.00007
-0.00006
-0.00005
-0.0002
-0.0002
0.0127
0.0095
-0.00007
-0.0002
0.0219
0.0203
0.0180
EY
-0.0002
-0.0002
0.0127
EX
EX
EX
-0.0002
-0.00005
-0.00003
-0.00007
-0.00007
-0.00007
-0.00007
-0.00006
-0.00006
-0.00005
-0.00005
-0.00003
0.0850
-0.00001
0.00175
0.0703
0.0608
0.0497
0.0373
0.0254
0.0143
0.0050
ETABS v9.0.0 File:REVISI I Units:KN-m November 6, 2010 14:59
STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS
STORY
LOAD
STORY8
EX
TOP FLOOR
STORY9
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
EX
EX
EX
EX
EX
EX
EX
EX
EX
EY
EY
EY
EY
EY
EY
EY
DIR
MAXIMUM
AVERAGE
RATIO
X
0.0220
0.0200
1.098
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
0.0246
0.0236
0.0197
0.0171
0.0142
0.0109
0.0076
0.0043
0.0015
0.0246
0.0236
0.0220
0.0197
0.0171
0.0142
0.0109
0.0226
0.0216
0.0178
0.0153
0.0125
0.0093
0.0063
0.0035
0.0012
0.0226
0.0216
0.0200
0.0178
0.0153
0.0125
0.0093
1.090
1.093
1.107
1.118
1.135
1.164
1.204
1.247
1.265
1.090
1.093
1.098
1.107
1.118
1.135
1.164
0.00168
0.00157
0.00141
0.00123
0.00103
0.00079
0.00056
0.00033
0.00012
PAGE 18
&'(
STORY3
EY
X
0.0076
0.0063
1.204
TOP FLOOR
SNI2002
X
0.1152
0.0962
1.198
STORY2
STORY1
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
M O D A L
EY
EY
X
X
SNI2002
0.0043
0.0015
X
SNI2002
SNI2002
0.1110
X
X
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
File:REVISI I
P E R I O D S
MODE
Units:KN-m
0.83162
1.20247
0.32368
0.18042
Mode 9
Mode 10
File:REVISI I
MODE
Mode 1
UX
112.2030
Mode 3
-49.9974
Mode 2
Mode 4
Mode 5
Mode 6
Mode 7
Mode 8
Mode 9
Mode 10
Mode 11
Mode 12
ETABS v9.0.0
M O D A L
MODE
Units:KN-m
-122.1214
-47.7051
-16.2799
10.8183
-52.6681
32.7605
-3.0331
22.7035
UZ
0.0000
32.3922
-13.2202
0.7285
Units:KN-m
X-TRANS
0.0000
Y-TRANS
11.56 < 86>
0.09 < 91>
5.22 < 92>
Mode 10
Mode 11
Mode 12
9.48 < 83>
2.15 < 87>
4.47 < 91>
0.77 < 92>
2.27 < 94>
0.03 < 94>
0.27 < 95>
7.46 <
-2649.0940
66.3034
1212.7614
32.1841
105.5354
-51.7417
829.0789
-1433.0514
43.6012
-18.8011
7>
0.49 < 74>
0.73 < 87>
0.04 < 87>
0.05 < 92>
0.02 < 92>
2.53 < 95>
0.00 < 95>
-321.4175
468.2062
-83.2968
22.1598
-158.1496
-21.9678
-557.9348
-4.9719
-14.4545
November 6, 2010 14:58
M A S S
1.10 < 84>
52.44 < 52>
-1403.5746
-5.9121
27.5522
0.0000
RZ
-1456.9795
210.5094
0.0000
-2.1048
PAGE 2
RY
3079.0524
68.3476
-24.6394
File:REVISI I
54.57155
11.7510
-2.7621
62.13 < 70>
4.37 < 74>
Mode 9
55.7478
-10.5631
-231.1336
41.5955
P A R T I C I P A T I N G
52.22449
-922.4872
0.0000
0.0000
11.04 < 63>
10.41 < 74>
Mode 8
0.0000
0.0000
0.0000
Mode 2
Mode 3
Mode 6
Mode 7
3367.9115
0.0000
%MASS
Mode 5
0.0000
0.0000
35.4048
-3.6173
-8.1208
36.45864
51.09314
RX
1144.7945
4.5797
13.5864
23.3640
34.82523
November 6, 2010 14:58
%MASS
Mode 4
33.95499
F A C T O R S
NUMBER
Mode 1
5.40411
20.10444
21.46891
8.68533
UY
-42.3258
-51.4905
19.41146
8.31179
0.11514
P A R T I C I P A T I O N
7.55533
3.08943
5.80257
8.13173
0.12031
Mode 12
6.62834
6.95128
5.54261
0.17234
0.12298
Mode 11
CIRCULAR FREQ
3.19972
3.41688
0.18504
Mode 8
PAGE 1
(RADIANS/TIME)
1.05493
1.10633
0.31253
0.29266
Mode 7
M O D A L
FREQUENCY
(CYCLES/TIME)
Mode 4
ETABS v9.0.0
November 6, 2010 14:58
(TIME)
0.94793
0.90389
Mode 5
Mode 6
1.235
1.253
F R E Q U E N C I E S
Mode 1
Mode 2
Mode 3
1.199
0.0159
0.0055
PERIOD
NUMBER
1.166
0.0283
0.0197
0.0070
A N D
1.130
1.143
0.0413
0.0340
Y
Y
1.121
0.0666
0.0547
0.0481
Y
1.114
0.0769
0.0753
0.0625
Y
SNI2002
1.107
1.110
0.0861
0.0861
Y
Y
1.328
0.0964
0.0927
0.0959
Y
1.316
0.0054
0.1067
0.1028
Y
SNI2002
1.257
1.285
0.0157
0.0072
Y
Y
1.235
0.0409
0.0280
0.0206
X
1.221
0.0543
0.0513
0.0359
X
SNI2002
1.205
1.212
0.0663
0.0670
X
X
1.200
0.0859
0.0766
0.0810
X
1.247
1.265
0.0925
0.1035
0.0929
X
SNI2002
0.0035
0.0012
R A T I O S
Z-TRANS
%MASS
-217.1432
34.6353
PAGE 3
RX-ROTN
RY-ROTN
RZ-ROTN
%MASS
%MASS
%MASS
0>
0>
83.54 < 93>
6.27 < 99>
15.12 < 85>
14.51 < 99>
0.81 < 17>
55.06 < 73>
0.00 <
0>
0.00 < 99>
0.00 < 99>
0.05 < 74>
0.00 <
0>
0.39
0.01
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0>
0>
0>
0>
0>
0>
0>
0>
9.65 < 10>
0.02 < 99>
0.03
0.00
0.01
0.00
0.01
0.00
69.82 < 70>
0.01 < 99>
0.03
0.33
0.08
0.00
0.00
0.00
16.66 < 17>
1.72 < 74>
11.54 < 86>
0.37 < 86>
0.02 < 86>
5.39 < 92>
0.20 < 92>
0.01 < 92>
2.44 < 94>
)*+
ETABS v9.0.0
File:REVISI I
Units:KN-m
November 6, 2010 14:58
M O D A L
L O A D
P A R T I C I P A T I O N
(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)
TYPE
LOAD
Load
Load
LIVE
EX
Load
Load
ACCEL
DEAD
STORY
R A T I O S
LINK
PAGE 4
DOF
STATIC
DYNAMIC
0.0044
99.9995
0.0000
99.9277
0.0035
EY
99.9995
0.0000
99.9277
Accel
Accel
UX
UY
99.9581
99.9572
94.5400
94.5936
Accel
RX
99.9994
99.9291
Accel
UZ
Accel
Accel
ETABS v9.0.0
0.0000
RY
RZ
File:REVISI I
99.9995
76.0204
Units:KN-m
November 6, 2010 14:58
R E S P O N S E
S P E C T R U M
A C C E L E R A T I O N S
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SPEC
MODE
SNI2002
Mode 3
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
ETABS v9.0.0
PERIOD
DAMP-RATIO SPEC-FACTOR
Mode 1
Mode 2
0.947927
0.903889
Mode 4
0.323684
0.831623
Mode 5
Mode 6
Mode 7
Mode 9
Mode 10
1.000000
3.237300
3.237300
MODE
SNI2002
Mode 2
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
0.050000
1.000000
3.131659
3.131659
3.131659
0.050000
0.050000
0.050000
0.050000
0.050000
Units:KN-m
SNI2002
SNI2002
SNI2002
SNI2002
ETABS v9.0.0
1.000000
1.000000
1.000000
1.000000
November 6, 2010 14:58
M O D A L
PERIOD
1.000000
U1
U2
-8.267569
Mode 3
Mode 4
0.831623
0.323684
2.835459
0.409857
-1.837029
-0.092945
-0.159462
0.092854
0.903889
0.312527
0.292664
Mode 9
Mode 11
Mode 12
0.130392
0.122975
-0.025254
0.002275
-0.031564
0.002843
0.007579
0.008404
0.025362
-0.000680
November 6, 2010 14:58
F1
SNI2002
Mode 3
DIR
F2
8092.41
0.00
-3314.935
191.06
0.00
-213.642
U1
3387.82
-313.66
U1
U1
570.02
1540.30
-151.76
-138.76
U1
183.30
-16.44
SNI2002
SNI2002
SNI2002
SNI2002
Mode 9
Mode 10
Mode 11
Mode 12
U1
65.68
21.42
SNI2002
Mode 1
U2
-15374.19
SNI2002
Mode 3
U2
-5242.89
SNI2002
Mode 2
U2
SNI2002
SNI2002
Mode 4
Mode 5
U2
U2
SNI2002
Mode 7
U2
SNI2002
SNI2002
Mode 6
Mode 8
U2
U2
PAGE 7
507.78
Mode 7
U1
0.000000
0.000000
0.000000
556.707
5023.423
SNI2002
858.00
1668.67
0.000000
0.00
0.00
-1670.74
Mode 8
2.779420
0.000000
2775.76
-971.66
7367.38
SNI2002
2.807338
0.000000
0.000000
149310.606
-5242.89
U1
U1
U1
3.088046
2.821712
U3
0.00
-15374.19
20356.42
Mode 4
Mode 5
Mode 6
2.779420
M1
40756.03
8582.95
SNI2002
SNI2002
SNI2002
2.807338
F3
U1
U1
U1
3.088046
2.821712
3.156608
0.000000
0.000000
0.000000
SPEC
Mode 1
Mode 2
3.156608
PAGE 6
0.000000
R E A C T I O N S
MODE
2.779420
0.421839
R E S P O N S E
S P E C T R U M
B A S E
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SNI2002
SNI2002
2.807338
0.000000
0.008304
-0.091422
Units:KN-m
3.088046
2.821712
8.181723
-0.089694
-0.011826
0.120311
0.115137
File:REVISI I
3.449688
3.118733
0.185045
0.180421
0.172337
Mode 10
3.156608
A M P L I T U D E S
0.947927
Mode 7
Mode 8
3.237300
0.180421
Mode 1
Mode 6
3.237300
3.237300
3.237300
S P E C T R U M
Mode 5
3.237300
3.237300
3.237300
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SPEC
3.237300
3.237300
3.237300
0.115137
File:REVISI I
R E S P O N S E
0.050000
U3
3.237300
3.237300
1.000000
1.000000
0.120311
Mode 12
3.237300
3.237300
0.050000
0.050000
0.172337
0.122975
Mode 11
U2
3.237300
3.237300
0.312527
0.292664
0.185045
Mode 8
U1
1.000000
1.000000
1.000000
99.9277
94.2752
PAGE 5
0.050000
0.050000
0.050000
0.0000
5799.53
0.00
0.00
0.00
0.00
990.873
4873.183
61862.580
-74552.741
21769.185 -116121.791
461.587
13465.380
495.837
-3514.933
0.00 -156861.136 -421895.498
688886.180
0.00
273004.302
0.00
0.00
-313.66
29.04
0.00
3925.53
-6733.583 -290879.455
326.253
0.00
378.88
8980.03
507.78
1215.198
227177.752 -421382.782
-16452.544
-52660.643
-1670.74
2775.76
565.79
-8609.463
4427.783
1460.913
48279.90
-971.66
M3
1745.158
-389.764
20356.42
3396.75
M2
0.00 415829.155 1118418.833-1826194.593
0.00 -561397.333 238875.409 387710.214
0.00-1331481.996
38.552
566547.592
-96734.939 -147183.289
1952.411
1801.033
0.00
-2925.120
0.00
-25627.112
-112.510
5152.464
919543.324
1527.008
3205.631
65964.184
200135.125
-2015.507
10751.175
-2837.636
3568.441
43411.774
104098.208
,-.
SNI2002
Mode 9
U2
SNI2002
Mode 12
U2
SNI2002
SNI2002
Mode 10
Mode 11
-151.76
40.41
0.00
-464.632
-1178.855
-29.267
-44.481
U2
U2
-138.76
191.06
12.50
1704.34
0.00
0.00
35.112
-1905.817
-16.44
1.48
0.00
4380.335
-131.607
343.910
4743.953
45963.203
315.317
SNI2002
SNI2002
Mode 1
Mode 2
U3
U3
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
0.000
0.000
SNI2002
Mode 4
U3
0.00
0.00
0.00
0.000
0.000
0.000
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
Mode 3
Mode 5
Mode 6
Mode 7
Mode 8
Mode 9
Mode 10
Mode 11
Mode 12
All
U3
U3
U3
U3
U3
U3
U3
U3
U3
All
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
53953.03
57174.79
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.00 1545258.803 1457704.625 2441679.013
/01
OUTPUT STRUKTUR RUMAH SAKIT UMUM PROPINSI KEPULAUAN RIAU
ETABS v9.0.0
File:COMB1-18
L O A D I N G
Units:KN-m
November 22, 2010 20:29
PAGE 1
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
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
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
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
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
Static
ETABS v9.0.0
File:COMB1-18
C O L U M N
F O R C E
Units:KN-m
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
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
November 22, 2010 20:29
PAGE 2
E N V E L O P E S
STORY
COLUMN
ITEM
TOP FLOOR
C113
Min
Min
Max
Max
STORY9
C113
Min
Min
Max
Max
P
V2
V3
T
M2
M3
Value
Case
Value
Case
-372.24
COMB1
-203.00
COMB15
-41.05
COMB10
28.07
COMB15
-2.73
COMB10
-0.23
COMB15
-0.089
COMB7
0.069
COMB18
-5.890
COMB10
3.128
COMB10
-62.033
COMB6
73.442
COMB10
Value
Case
Value
Case
-967.71
COMB2
-548.71
COMB15
-62.88
COMB10
50.87
COMB15
-3.85
COMB10
-0.74
COMB15
-0.183
COMB7
0.164
COMB18
-7.622
COMB10
5.092
COMB10
-107.312
COMB10
100.187
COMB10
234
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1568.93
COMB2
-891.11
COMB18
-83.63
COMB10
72.63
COMB15
-3.68
COMB10
-0.60
COMB15
-0.289
COMB7
0.272
COMB18
-6.874
COMB10
5.270
COMB6
-147.825
COMB10
128.152
COMB10
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2186.84
COMB2
-1232.64
COMB18
-105.48
COMB10
91.65
COMB15
-5.13
COMB10
-0.75
COMB15
-0.650
COMB7
0.622
COMB18
-9.658
COMB6
7.256
COMB10
-186.564
COMB10
161.518
COMB10
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2805.46
COMB2
-1583.18
COMB18
-121.05
COMB10
108.30
COMB15
-5.17
COMB10
-0.85
COMB15
-0.808
COMB3
0.784
COMB18
-10.609
COMB10
6.459
COMB10
-221.813
COMB10
195.775
COMB15
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3428.72
COMB2
-1934.15
COMB18
-134.16
COMB10
122.22
COMB15
-5.27
COMB10
-1.02
COMB15
-1.076
COMB7
1.053
COMB18
-10.672
COMB10
6.724
COMB10
-253.523
COMB10
230.256
COMB15
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4074.65
COMB2
-2287.67
COMB18
-145.06
COMB6
131.03
COMB15
-6.34
COMB10
-1.57
COMB15
-2.684
COMB7
2.646
COMB18
-14.682
COMB10
6.717
COMB2
-289.942
COMB10
260.498
COMB15
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4724.37
COMB2
-2654.77
COMB18
-139.44
COMB10
130.91
COMB15
-3.83
COMB10
-0.04
COMB15
-4.657
COMB3
4.622
COMB18
-11.843
COMB10
5.848
COMB7
-305.183
COMB10
287.774
COMB15
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5379.93
COMB2
-3025.74
COMB18
-127.82
COMB10
114.41
COMB15
-11.05
COMB7
1.82
COMB18
-5.941
COMB15
5.929
COMB10
-18.605
COMB7
17.860
COMB7
-320.698
COMB6
295.122
COMB15
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-6043.00
COMB2
-3403.21
COMB18
-129.42
COMB10
122.02
COMB15
-8.77
COMB3
3.27
COMB18
-3.457
COMB15
3.459
COMB10
-18.640
COMB7
15.170
COMB18
-455.873
COMB10
449.549
COMB15
ETABS v9.0.0
File:COMB19
L O A D I N G
Units:KN-m
November 17, 2010 17:23
PAGE 1
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB19
ENVE
CASE
CASE
TYPE
SCALE
FACTOR
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
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 v9.0.0
File:COMB19
C O L U M N
F O R C E S
Units:KN-m
November 17, 2010 17:23
STORY
COLUMN
LOAD
LOC
TOP FLOOR
C113
TOP FLOOR
C113
STORY9
C113
STORY9
C113
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
PAGE 2
P
V2
V3
T
M2
M3
-237.93
-220.47
-203.00
28.07
28.07
28.07
-0.23
-0.23
-0.23
0.069
0.069
0.069
-0.869
-0.484
3.128
37.494
6.833
73.442
-372.24
-345.72
-322.43
-41.05
-41.05
-41.05
-2.73
-2.73
-2.73
-0.089
-0.089
-0.089
-5.890
-1.680
-0.100
-62.033
-9.949
-55.135
-583.63
-566.17
-548.71
50.87
50.87
50.87
-0.74
-0.74
-0.74
0.164
0.164
0.164
-1.563
-0.343
5.092
82.919
-1.023
100.187
-967.71
-944.42
-921.14
-62.88
-62.88
-62.88
-3.85
-3.85
-3.85
-0.183
-0.183
-0.183
-7.622
-1.265
0.878
-107.312
-3.563
-84.964
567
STORY8
C113
STORY8
C113
STORY7
C113
STORY7
C113
STORY6
C113
STORY6
C113
STORY5
C113
STORY5
C113
STORY4
C113
STORY4
C113
STORY3
C113
STORY3
C113
STORY2
C113
STORY2
C113
STORY1
C113
STORY1
C113
ETABS v9.0.0
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
File:EX POSITIF
L O A D I N G
Units:KN-m
-926.04
-908.58
-891.11
72.63
72.63
72.63
-0.60
-0.60
-0.60
0.272
0.272
0.272
-1.178
-0.190
5.270
127.069
7.229
128.152
-1568.93
-1545.64
-1522.36
-83.63
-83.63
-83.63
-3.68
-3.68
-3.68
-0.289
-0.289
-0.289
-6.874
-0.802
0.797
-147.825
-9.837
-112.610
-1278.26
-1255.45
-1232.64
91.65
91.65
91.65
-0.75
-0.75
-0.75
0.622
0.622
0.622
-1.451
-0.214
7.256
160.303
9.081
161.518
-2186.84
-2156.42
-2126.01
-105.48
-105.48
-105.48
-5.13
-5.13
-5.13
-0.650
-0.650
-0.650
-9.658
-1.201
1.024
-186.564
-12.523
-142.142
-1628.80
-1605.99
-1583.18
108.30
108.30
108.30
-0.85
-0.85
-0.85
0.784
0.784
0.784
-1.804
-0.402
6.459
195.775
17.081
177.641
-2805.46
-2775.05
-2744.63
-121.05
-121.05
-121.05
-5.17
-5.17
-5.17
-0.808
-0.808
-0.808
-10.609
-2.075
1.000
-221.813
-22.086
-161.612
-1979.77
-1956.96
-1934.15
122.22
122.22
122.22
-1.02
-1.02
-1.02
1.053
1.053
1.053
-1.839
-0.152
6.724
230.256
28.594
189.195
-3428.72
-3398.31
-3367.90
-134.16
-134.16
-134.16
-5.27
-5.27
-5.27
-1.076
-1.076
-1.076
-10.672
-1.974
1.535
-253.523
-32.164
-173.067
-2345.41
-2316.54
-2287.67
131.03
131.03
131.03
-1.57
-1.57
-1.57
2.646
2.646
2.646
-2.799
-0.205
6.717
260.498
44.297
188.758
-4074.65
-4036.15
-3997.66
-145.06
-145.06
-145.06
-6.34
-6.34
-6.34
-2.684
-2.684
-2.684
-14.682
-4.225
2.389
-289.942
-50.592
-171.904
-2712.51
-2683.64
-2654.77
130.91
130.91
130.91
-0.04
-0.04
-0.04
4.622
4.622
4.622
3.837
3.901
5.848
287.774
71.771
154.985
-4724.37
-4685.88
-4647.39
-139.44
-139.44
-139.44
-3.83
-3.83
-3.83
-4.657
-4.657
-4.657
-11.843
-5.518
-1.076
-305.183
-75.099
-144.232
-3083.47
-3054.61
-3025.74
114.41
114.41
114.41
1.82
1.82
1.82
5.929
5.929
5.929
1.443
0.338
17.860
295.122
106.341
101.115
-5379.93
-5341.44
-5302.95
-127.82
-127.82
-127.82
-11.05
-11.05
-11.05
-5.941
-5.941
-5.941
-18.605
-2.272
-4.565
-320.698
-109.791
-82.440
-3460.94
-3432.07
-3403.21
122.02
122.02
122.02
3.27
3.27
3.27
3.459
3.459
3.459
15.170
11.050
10.516
449.549
249.564
51.634
-6043.00
-6004.51
-5966.02
-129.42
-129.42
-129.42
-8.77
-8.77
-8.77
-3.457
-3.457
-3.457
-18.640
-5.452
4.363
-455.873
-243.679
-33.540
November 24, 2010 17:56
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB3
ADD
COMB4
ADD
COMB11
ADD
COMB12
ADD
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
SCALE
FACTOR
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
0.9000
1.0000
0.3000
0.9000
0.9000
-1.0000
0.3000
PAGE 1
899
ETABS v9.0.0
File:EX POSITIF
C O L U M N
F O R C E
STORY
COLUMN
Units:KN-m
November 24, 2010 17:56
PAGE 3
E N V E L O P E S
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.01
COMB4
-205.11
COMB12
-25.79
COMB4
25.07
COMB3
-2.35
COMB4
-0.79
COMB11
-0.089
COMB3
0.033
COMB12
-5.232
COMB4
2.525
COMB4
-51.314
COMB3
44.652
COMB4
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.75
COMB4
-548.87
COMB12
-37.38
COMB4
47.60
COMB3
-3.49
COMB4
-1.84
COMB11
-0.183
COMB3
0.084
COMB12
-6.925
COMB4
4.595
COMB4
-80.714
COMB3
76.362
COMB3
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1449.17
COMB3
-892.83
COMB12
-48.24
COMB4
69.73
COMB3
-3.28
COMB4
-1.54
COMB11
-0.289
COMB3
0.143
COMB12
-6.154
COMB4
4.679
COMB4
-108.530
COMB3
121.581
COMB3
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2021.20
COMB3
-1237.34
COMB12
-60.84
COMB4
87.98
COMB3
-4.54
COMB4
-2.01
COMB11
-0.650
COMB3
0.329
COMB12
-8.566
COMB4
6.415
COMB4
-136.989
COMB3
153.337
COMB3
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2595.95
COMB3
-1591.83
COMB12
-68.90
COMB4
104.92
COMB3
-4.59
COMB4
-2.07
COMB11
-0.808
COMB3
0.417
COMB12
-9.440
COMB4
5.724
COMB4
-157.346
COMB3
188.879
COMB3
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3176.75
COMB3
-1947.66
COMB12
-75.72
COMB4
119.05
COMB3
-4.72
COMB4
-2.22
COMB11
-1.076
COMB3
0.562
COMB12
-9.468
COMB4
6.098
COMB4
-168.735
COMB3
224.131
COMB3
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3781.45
COMB3
-2306.78
COMB12
-82.21
COMB4
127.30
COMB3
-5.77
COMB4
-3.02
COMB11
-2.684
COMB3
1.417
COMB12
-13.053
COMB4
5.974
COMB4
-167.212
COMB3
252.870
COMB3
Min Case
Max Value
Max Case
COMB3
-2679.70
COMB12
COMB4
128.33
COMB3
COMB4
-1.18
COMB11
COMB3
2.481
COMB12
COMB4
5.848
COMB3
COMB4
282.614
COMB3
STORY3
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5002.76
COMB3
-3056.07
COMB12
-72.77
COMB4
110.72
COMB3
-11.05
COMB3
-0.54
COMB12
-5.941
COMB3
3.190
COMB4
-18.605
COMB3
17.860
COMB3
-180.242
COMB4
287.942
COMB3
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5619.42
COMB3
-3437.69
COMB12
-71.87
COMB4
119.96
COMB3
-8.77
COMB3
0.86
COMB12
-3.456
COMB3
1.864
COMB4
-18.640
COMB3
10.304
COMB3
-247.404
COMB4
447.495
COMB3
ETABS v9.0.0
File:EX NEGATIF
L O A D I N G
COMBO
TYPE
COMB5
ADD
COMB6
ADD
COMB13
ADD
COMB14
ADD
STORY
TOP FLOOR
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
File:EX NEGATIF
S U P P O R T
November 24, 2010 17:57
PAGE 1
C O M B I N A T I O N S
COMBO
ETABS v9.0.0
Units:KN-m
Units:KN-m
R E A C T I O N
POINT
C113
ITEM
Min
Min
Max
Max
SCALE
FACTOR
Value
Case
Value
Case
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
November 24, 2010 17:57
PAGE 2
E N V E L O P E S
FX
-351.65
COMB6
-203.63
COMB13
FY
-41.05
COMB6
12.81
COMB13
FZ
-2.73
COMB6
-0.62
COMB13
MX
-0.053
COMB5
0.069
COMB14
MY
-5.890
COMB6
3.128
COMB6
MZ
-62.033
COMB6
73.442
COMB6
:;:
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.80
COMB6
-548.76
COMB13
-62.88
COMB6
25.38
COMB13
-3.85
COMB6
-1.10
COMB13
-0.104
COMB5
0.164
COMB14
-7.622
COMB6
5.092
COMB6
-107.312
COMB6
100.187
COMB6
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1447.46
COMB5
-891.11
COMB14
-83.63
COMB6
37.24
COMB13
-3.68
COMB6
-1.00
COMB13
-0.160
COMB5
0.272
COMB14
-6.874
COMB6
5.270
COMB6
-147.825
COMB6
128.152
COMB6
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2016.49
COMB5
-1232.64
COMB14
-105.48
COMB6
47.01
COMB13
-5.13
COMB6
-1.34
COMB13
-0.356
COMB5
0.622
COMB14
-9.658
COMB6
7.256
COMB6
-186.564
COMB6
161.518
COMB6
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2587.29
COMB5
-1583.18
COMB14
-121.05
COMB6
56.15
COMB13
-5.17
COMB6
-1.43
COMB13
-0.441
COMB5
0.784
COMB14
-10.609
COMB6
6.459
COMB6
-221.813
COMB6
177.641
COMB6
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3163.24
COMB5
-1934.15
COMB14
-134.16
COMB6
63.79
COMB13
-5.27
COMB6
-1.58
COMB13
-0.585
COMB5
1.053
COMB14
-10.672
COMB6
6.724
COMB6
-253.523
COMB6
189.195
COMB6
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3762.34
COMB5
-2287.67
COMB14
-145.06
COMB6
68.18
COMB13
-6.34
COMB6
-2.14
COMB13
-1.455
COMB5
2.646
COMB14
-14.682
COMB6
6.233
COMB6
-289.942
COMB6
188.758
COMB6
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4365.07
COMB5
-2654.77
COMB14
-139.44
COMB6
69.12
COMB13
-3.83
COMB6
-0.58
COMB13
-2.517
COMB5
4.622
COMB14
-11.843
COMB6
4.684
COMB5
-305.183
COMB6
154.985
COMB6
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4972.43
COMB5
-3025.74
COMB14
-127.82
COMB6
59.36
COMB13
-8.69
COMB5
1.82
COMB14
-3.202
COMB13
5.929
COMB6
-15.150
COMB5
13.528
COMB5
-320.698
COMB6
154.667
COMB13
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5584.94
COMB5
-3403.21
COMB14
-129.42
COMB6
64.47
COMB13
-6.35
COMB5
3.27
COMB14
-1.861
COMB13
3.459
COMB6
-11.140
COMB5
15.170
COMB14
-455.873
COMB6
241.080
COMB13
ETABS v9.0.0
File:EY POSITIF
L O A D I N G
Units:KN-m
November 24, 2010 17:52
PAGE 1
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB7
ADD
COMB9
ADD
COMB15
ADD
COMB17
ADD
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
ETABS v9.0.0
File:EY POSITIF
C O L U M N
F O R C E
SCALE
FACTOR
Units:KN-m
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
0.9000
0.3000
1.0000
0.9000
0.3000
-1.0000
November 24, 2010 17:52
PAGE 3
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.01
COMB9
-203.00
COMB15
-25.79
COMB9
28.07
COMB15
-2.35
COMB9
-0.23
COMB15
-0.089
COMB7
0.033
COMB17
-5.232
COMB9
2.525
COMB9
-55.135
COMB15
44.652
COMB9
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.75
COMB9
-548.71
COMB15
-37.38
COMB9
50.87
COMB15
-3.49
COMB9
-0.74
COMB15
-0.183
COMB7
0.084
COMB17
-6.925
COMB9
4.595
COMB9
-84.964
COMB15
82.919
COMB15
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1449.17
COMB7
-892.83
COMB17
-48.24
COMB9
72.63
COMB15
-3.28
COMB9
-0.60
COMB15
-0.289
COMB7
0.143
COMB17
-6.154
COMB9
4.679
COMB9
-112.610
COMB15
127.069
COMB15
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2021.20
COMB7
-1237.34
COMB17
-60.84
COMB9
91.65
COMB15
-4.54
COMB9
-0.75
COMB15
-0.650
COMB7
0.329
COMB17
-8.566
COMB9
6.415
COMB9
-142.142
COMB15
160.303
COMB15
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2595.95
COMB7
-1591.83
COMB17
-68.90
COMB9
108.30
COMB15
-4.59
COMB9
-0.85
COMB15
-0.808
COMB7
0.417
COMB17
-9.440
COMB9
5.724
COMB9
-161.612
COMB15
195.775
COMB15
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3176.75
COMB7
-1947.66
COMB17
-75.72
COMB9
122.22
COMB15
-4.72
COMB9
-1.02
COMB15
-1.076
COMB7
0.562
COMB17
-9.468
COMB9
6.098
COMB9
-173.067
COMB15
230.256
COMB15
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3781.45
COMB7
-2306.78
COMB17
-82.21
COMB9
131.03
COMB15
-5.77
COMB9
-1.57
COMB15
-2.684
COMB7
1.417
COMB17
-13.053
COMB9
5.974
COMB9
-171.904
COMB15
260.498
COMB15
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4390.00
COMB7
-2679.70
COMB17
-77.65
COMB9
130.91
COMB15
-3.29
COMB9
-0.04
COMB15
-4.657
COMB7
2.481
COMB17
-8.897
COMB9
5.848
COMB7
-169.538
COMB9
287.774
COMB15
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5002.76
COMB7
-3056.07
COMB17
-72.77
COMB9
114.41
COMB15
-11.05
COMB7
-0.54
COMB17
-5.941
COMB15
3.190
COMB9
-18.605
COMB7
17.860
COMB7
-180.242
COMB9
295.122
COMB15
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5619.42
COMB7
-3437.69
COMB17
-71.87
COMB9
122.02
COMB15
-8.77
COMB7
0.86
COMB17
-3.457
COMB15
1.864
COMB9
-18.640
COMB7
10.304
COMB7
-247.404
COMB9
449.549
COMB15
ETABS v9.0.0
File:EY NEGATIF
L O A D I N G
COMBO
COMBO
TYPE
COMB8
ADD
COMB10
ADD
COMB16
ADD
COMB18
ADD
ETABS v9.0.0
C O L U M N
Units:KN-m
November 24, 2010 17:55
PAGE 1
C O M B I N A T I O N S
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
File:EY NEGATIF
F O R C E
SCALE
FACTOR
Units:KN-m
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
-0.3000
1.0000
0.9000
-0.3000
-1.0000
November 24, 2010 17:55
PAGE 3
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.65
COMB10
-203.63
COMB16
-41.05
COMB10
12.81
COMB16
-2.73
COMB10
-0.62
COMB16
-0.053
COMB8
0.069
COMB18
-5.890
COMB10
3.128
COMB10
-62.033
COMB10
73.442
COMB10
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.80
COMB10
-548.76
COMB16
-62.88
COMB10
25.38
COMB16
-3.85
COMB10
-1.10
COMB16
-0.104
COMB8
0.164
COMB18
-7.622
COMB10
5.092
COMB10
-107.312
COMB10
100.187
COMB10
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1447.46
COMB8
-891.11
COMB18
-83.63
COMB10
37.24
COMB16
-3.68
COMB10
-1.00
COMB16
-0.160
COMB8
0.272
COMB18
-6.874
COMB10
5.270
COMB10
-147.825
COMB10
128.152
COMB10
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2016.49
COMB8
-1232.64
COMB18
-105.48
COMB10
47.01
COMB16
-5.13
COMB10
-1.34
COMB16
-0.356
COMB8
0.622
COMB18
-9.658
COMB10
7.256
COMB10
-186.564
COMB10
161.518
COMB10
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2587.29
COMB8
-1583.18
COMB18
-121.05
COMB10
56.15
COMB16
-5.17
COMB10
-1.43
COMB16
-0.441
COMB8
0.784
COMB18
-10.609
COMB10
6.459
COMB10
-221.813
COMB10
177.641
COMB10
?@A
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3163.24
COMB8
-1934.15
COMB18
-134.16
COMB10
63.79
COMB16
-5.27
COMB10
-1.58
COMB16
-0.585
COMB8
1.053
COMB18
-10.672
COMB10
6.724
COMB10
-253.523
COMB10
189.195
COMB10
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3762.34
COMB8
-2287.67
COMB18
-145.06
COMB10
68.18
COMB16
-6.34
COMB10
-2.14
COMB16
-1.455
COMB8
2.646
COMB18
-14.682
COMB10
6.233
COMB10
-289.942
COMB10
188.758
COMB10
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4365.07
COMB8
-2654.77
COMB18
-139.44
COMB10
69.12
COMB16
-3.83
COMB10
-0.58
COMB16
-2.517
COMB8
4.622
COMB18
-11.843
COMB10
4.684
COMB8
-305.183
COMB10
154.985
COMB10
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4972.43
COMB8
-3025.74
COMB18
-127.82
COMB10
59.36
COMB16
-8.69
COMB8
1.82
COMB18
-3.202
COMB16
5.929
COMB10
-15.150
COMB8
13.528
COMB8
-320.698
COMB10
154.667
COMB16
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5584.94
COMB8
-3403.21
COMB18
-129.42
COMB10
64.47
COMB16
-6.35
COMB8
3.27
COMB18
-1.861
COMB16
3.459
COMB10
-11.140
COMB8
15.170
COMB18
-455.873
COMB10
241.080
COMB16
ETABS v9.0.0
File:BALOK PORTAL X
L O A D I N G
COMBO
COMBO
TYPE
COMB19
ENVE
ETABS v9.0.0
B E A M
Units:KN-m
November 17, 2010 17:23
PAGE 1
C O M B I N A T I O N S
CASE
CASE
TYPE
SCALE
FACTOR
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
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
File:BALOK PORTAL X
Units:KN-m
November 17, 2010 17:23
PAGE 2
F O R C E S
STORY
BEAM
LOAD
LOC
TOP FLOOR
B82
TOP FLOOR
B82
COMB19 MAX
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MIN
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
P
V2
V3
T
M2
M3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-52.30
-47.44
-41.32
-34.11
-27.63
-22.40
-18.43
66.14
71.67
79.37
89.21
100.32
109.54
116.62
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1.350
-1.350
-1.350
-1.350
-1.350
-1.350
-1.350
2.611
2.611
2.611
2.611
2.611
2.611
2.611
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-25.947
-1.378
20.492
48.953
75.325
97.386
125.101
125.215
97.339
74.395
47.141
19.634
-2.646
-27.626
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-114.85
-107.78
-98.55
-87.45
-77.60
-69.91
-64.37
19.27
23.24
28.46
34.94
42.15
48.27
53.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2.547
-2.547
-2.547
-2.547
-2.547
-2.547
-2.547
1.421
1.421
1.421
1.421
1.421
1.421
1.421
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-143.974
-89.156
-38.343
-2.478
26.761
53.124
76.416
76.520
52.023
25.266
-4.369
-42.467
-94.146
-149.832
BCD
TOP FLOOR
B83
TOP FLOOR
B83
STORY9
B82
STORY9
B82
STORY9
STORY9
B83
B83
COMB19 MAX
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MIN
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MAX
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MIN
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MAX
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MIN
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-48.79
-44.48
-39.16
-32.98
-27.45
-22.92
-19.41
61.36
66.23
72.85
81.20
90.66
98.65
104.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1.333
-1.333
-1.333
-1.333
-1.333
-1.333
-1.333
2.574
2.574
2.574
2.574
2.574
2.574
2.574
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-25.524
-4.890
13.617
35.505
58.557
78.304
101.816
101.649
77.784
58.628
36.167
13.660
-4.575
-24.938
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-106.13
-99.87
-91.88
-82.43
-74.07
-67.46
-62.58
18.80
22.31
26.83
32.37
38.54
43.86
48.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2.544
-2.544
-2.544
-2.544
-2.544
-2.544
-2.544
1.333
1.333
1.333
1.333
1.333
1.333
1.333
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-126.292
-80.735
-38.325
-5.759
18.9
KESIMPULAN DAN SARAN
6.1. Kesimpulan
Setelah melakukan analisis dan perancangan pada Struktur Gedung Rumah
Sakit Umum Propinsi Kepulauan Riau, dapat diambil
beberapa kesimpulan
seperti yang tercantum di bawah ini.
1.Pelat atap dan lantai digunakan tebal 120 mm. Pelat atap dua arah dengan
tulangan P10-250 untuk arah X dan arah Y, sedangkan pelat lantai dua arah
dengan tulangan P10-150 untuk arah X dan P10-200 untuk arah Y.
2.Dalam perencanaan balok, digunakan 3 macam dimensi yaitu sebesar 300 mm x
500 mm, 400 mm x 600 mm, dan 450 mm x 700 mm. Balok
balok tersebut
direncanakan dengan tulangan lentur dan geser yang berbeda-beda.
3.Dalam perencanaan kolom, dimensi yang digunakan untuk kolom basement lantai 3 sebesar 900 mm x 900 mm, dimensi yang digunakan untuk kolom
lantai 4 - lantai 6 sebesar 800 mm x 800 mm, sedangkan dimensi 700 mm x
700 mm digunakan untuk kolom lantai 7 - Top Floor.
Kolom
kolom
tersebut direncanakan dengan jumlah tulangan longitudinal dan transversal
yang berbeda beda pula.
4.Dalam perencanaan pondasi, dimensi poer yang digunakan adalah 3,0 m x 3,0
m, dengan tebal poer 1,0 m. Tulangan yang digunakan untuk bagian poer
adalah D22-300 untuk arah memanjang dan arah lebar. Jumlah tiang yang
digunakan 4 buah dengan tulangan 6 D22.
188
189
6.2. Saran
Saran-saran yang dapat diberikan penulis dari hasil Tugas Akhir yang
disusun tercantum seperti di bawah ini.
1. Sebelum perencanaan struktur sebaiknya dilakukan estimasi awal pada
ukuran elemen struktur, sehingga tidak terjadi penentuan elemen struktur
berulang-ulang.
2. Untuk kemudahan dalam melaksanakan analisis struktur terutama dalam
pembuatan model struktur gedung akan lebih mudah jika memakai
program analisis struktur ETABS beserta program-program bantu lainnya.
DAFTAR PUSTAKA
Arfiadi, Y., 2005, Lecture Notes On Reinforce Concrete Structures II, FT.UAJY
Badan Standarisasi Nasional, 2002. Tata Cara Perencanaan Struktur Beton Untuk
Bangunan Gedung, SNI 03-2847-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002. Tata cara Perencanaan Ketahanan Gempa
untuk Bangunan Gedung, SNI 03-1726-2002, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional, 2002. Tata Cara Perencanaan Struktur Baja untuk
Bangunan Gedung, SNI 03-1729-2002. Yayasan LPMB, Bandung.
Bowles, J.E., 1984, Analisa dan Disain Pondasi, Penerbit Erlangga, Jakarta.
Departemen Pekerjaan Umum, 1983. Peraturan Pembebanan Indonesia untuk
Gedung, Yayasan LPMB, Bandung.
Departemen Pekerjaan Umum, 1983, Peraturan Beton Bertulang Indonesia 1971,
Yayasan LPMB, Bandung.
Dipohusodo, I., 1994. Struktur Beton Bertulang, Gramedia, Jakarta.
Jimmy S. Juwana, 2005. Sistem Bangunan Tinggi, Penerbit Erlangga, Jakarta.
Nawy, E., G., 1990. Beton Bertulang Suatu Pendekatan Dasar, PT. Eresco,
Bandung.
Purwono, Rachmat, 2006. Perencanaan Struktur Beton Bertulang Tahan Gempa
edisi kedua, ITS Press, Surabaya.
190
INPUT STRUKTUR RUMAH SAKIT UMUM PROPINSI KEPULAUAN RIAU
ETABS v9.0.0
File:SUMMARY REPORT
Company Name
ETABS v9.0.0
File:REVISI I
PROJECT INFORMATION
S T O R Y
D A T A
STORY9
STORY9
STORY
TOP FLOOR
SIMILAR TO
None
STORY8
STORY9
STORY9
STORY5
S T A T I C
File:REVISI I
L O A D
AUTO LAT
LOAD
LIVE
LIVE
N/A
DEAD
EX
EY
November 6, 2010 14:59
File:REVISI I
DIRECTION
COMBO
SRSS
PAGE 3
1.0000
0.0000
USER_COEFF
USER_COEFF
BASIC RESPONSE SPECTRUM DATA
CQC
4.000
0.000
SELF WT
MULTIPLIER
0.0000
0.0000
Units:KN-m
R E S P O N S E
S P E C T R U M
RESP SPEC CASE: SNI2002
MODAL
COMBO
12.000
8.000
N/A
QUAKE
QUAKE
ETABS v9.0.0
16.000
Units:KN-m
CASE
TYPE
DEAD
20.000
C A S E S
STATIC
CASE
PAGE 2
28.000
24.000
4.000
None
ETABS v9.0.0
32.000
PAGE 1
36.000
4.000
4.000
None
BASE
4.000
4.000
None
STORY3
STORY1
ELEVATION
40.000
4.000
STORY9
STORY3
STORY2
HEIGHT
4.000
4.000
4.000
STORY9
STORY4
November 6, 2010 14:59
= mahasiswa
Units:KN-m November 6, 2010 14:59
4.000
STORY9
STORY7
STORY6
Units:KN-m
November 6, 2010 14:59
C A S E S
MODAL
DAMPING
0.0500
SPECTRUM
ANGLE
0.0000
PAGE 4
TYPICAL
ECCEN
0.0000
RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA
DIRECTION
FUNCTION
SCALE FACT
U1
WGSDG3
9.8100
UZ
WGSDG3
9.8100
U2
WGSDG3
ETABS v9.0.0
A U T O
9.8100
File:REVISI I
S E I S M I C
Units:KN-m
U S E R
November 6, 2010 14:59
C O E F F I C I E N T
PAGE 5
Case: EX
AUTO SEISMIC INPUT DATA
Direction: X
Typical Eccentricity = 5%
Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.035 (in feet units)
Top Story: STORY10
Bottom Story: BASE
C = 0.06
K = 1
AUTO SEISMIC CALCULATION FORMULAS
V = C W
AUTO SEISMIC CALCULATION RESULTS
W Used = 236026.53
V Used = 0.0600W = 14161.59
AUTO SEISMIC STORY FORCES
STORY
FX
FY
FZ
MX
MY
TOP FLOOR
STORY9
2199.05
2241.72
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
STORY7
1797.13
0.00
0.00
0.000
0.000
STORY8
STORY6
STORY5
STORY4
1992.64
1596.99
1330.83
1100.30
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
MZ
0.000
-218.837
0.000
-194.522
0.000
0.000
-168.839
-140.699
0.000
-182.853
-120.867
STORY3
977.33
STORY2
STORY1
ETABS v9.0.0
A U T O
0.00
632.82
292.79
File:REVISI I
S E I S M I C
0.00
0.00
0.00
Units:KN-m
U S E R
0.000
0.00
0.00
0.000
0.000
November 6, 2010 14:59
C O E F F I C I E N
0.000
0.000
0.000
1855.050
1024.149
101.915
PAGE 6
Case: EY
AUTO SEISMIC INPUT DATA
Direction: X
Typical Eccentricity = 5%
Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.035 (in feet units)
Top Story: STORY10
Bottom Story: BASE
C = 0.06
K = 1
AUTO SEISMIC CALCULATION FORMULAS
V = C W
AUTO SEISMIC CALCULATION RESULTS
W Used = 236026.53
V Used = 0.0600W = 14161.59
AUTO SEISMIC STORY FORCES
STORY
TOP FLOOR
FX
2199.05
FY
0.00
FZ
0.00
MX
0.000
MY
0.000
STORY8
1992.64
0.00
0.00
0.000
0.000
STORY9
2241.72
STORY7
STORY6
1797.13
1596.99
STORY5
MASS
FROM
Masses
ETABS v9.0.0
LATERAL
MASS ONLY
Yes
DIAPHRAGM
STORY9
STORY8
D9
D8
TOP FLOOR
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
0.000
0.000
0.000
0.000
0.000
-218.837
0.000
0.000
-182.853
-168.839
0.000
0.000
0.000
0.000
0.000
November 6, 2010 14:59
PAGE 7
November 6, 2010 14:59
PAGE 8
-194.522
-140.699
-120.867
1855.050
1024.149
101.915
AT STORIES
Yes
Units:KN-m
D A T A
MASS-X
MASS-Y
MMI
X-M
Y-M
D10
1947.8504
1947.85041006971.3405
32.586
32.430
D7
2264.7031
2264.70311172919.1077
32.896
32.278
2197.5604
2197.5604
D6
2347.5376
D5
D4
2347.5376
2425.7250
D3
2567.1291
D2
2538.6052
D1
2519.6041
File:REVISI I
A S S E M B L E D
STORY
Units:KN-m
0.000
0.000
0.000
D A T A
M A S S
STORY
0.00
0.000
LUMP MASS
File:REVISI I
D I A P H R A G M
0.00
0.00
0.00
File:REVISI I
S O U R C E
0.00
0.00
0.00
292.79
ETABS v9.0.0
0.00
0.00
977.33
632.82
STORY1
0.00
0.00
0.00
1100.30
STORY3
STORY2
0.00
0.00
0.00
1330.83
STORY4
M A S S
0.00
MZ
0.000
P O I N T
UX
2197.56041135163.8531
2197.56041135163.8531
2347.53761218769.1682
2347.53761218769.1682
2425.72501262634.8943
2567.12911334739.3277
2538.60521321621.1944
2519.60411314594.8564
Units:KN-m
November 6, 2010 14:59
M A S S E S
UY
UZ
RX
32.880
32.880
32.913
32.913
32.929
32.701
32.851
32.946
32.285
32.285
32.271
32.271
32.264
32.024
32.167
32.257
PAGE 9
RY
RZ
TOP FLOOR
1947.850352 1947.850352
0.000000
0.000000
0.0000001006971.3405
STORY8
STORY7
2206.274784 2206.274784
2274.062217 2274.062217
0.000000
0.000000
0.000000
0.000000
0.0000001135163.8531
0.0000001172919.1077
STORY9
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
BASE
Totals
2206.274784 2206.274784
2357.617017 2357.617017
2357.617017 2357.617017
2436.545090 2436.545090
2885.635083 2885.635083
2802.656523 2802.656523
2593.474450 2593.474450
451.195920 451.195920
24519.20323824519.203238
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.0000001135163.8531
0.0000001218769.1682
0.0000001218769.1682
0.0000001262634.8943
0.0000001334739.3277
0.0000001321621.1944
0.0000001314594.8564
0.000000
0.000000
0.00000012121346.764
ETABS v9.0.0
File:REVISI I
Units:KN-m
November 6, 2010 14:59
PAGE 10
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
TOP FLOOR
STORY9
STORY7
STORY8
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
M O D A L
MASS
ORDINATE-X
ORDINATE-Y
ORDINATE-X
ORDINATE-Y
D10
D9
1947.8504
2197.5604
32.586
32.880
32.430
32.285
32.302
32.146
30.922
30.758
D7
2264.7031
32.896
32.278
31.672
D8
2197.5604
D6
D5
2347.5376
2347.5376
D4
File:REVISI I
P E R I O D S
(CYCLES/TIME)
0.83162
1.20247
0.94793
0.90389
Mode 4
0.32368
Mode 3
Mode 5
Mode 6
FREQUENCY
(TIME)
Mode 1
Mode 2
0.18042
Mode 9
Mode 10
Mode 11
File:REVISI I
Units:KN-m
11.56 < 86>
4.47 < 91>
0.09 < 91>
0.04 < 87>
5.22 < 92>
Mode 9
0.77 < 92>
Mode 10
2.27 < 94>
Mode 11
Mode 12
ETABS v9.0.0
0.03 < 94>
0.27 < 95>
File:REVISI I
7.46 <
7>
Z-TRANS
%MASS
0.00 <
0.00 <
2.53 < 95>
0.00 < 95>
NAME
Load
Load
Load
0.00 <
0.00 <
Load
Accel
Accel
Accel
Accel
Accel
Accel
ETABS v9.0.0
DYNAMIC
EX
99.9995
99.9277
UX
UY
99.9581
99.9572
94.5400
94.5936
0.0035
0.0044
EY
RY
RZ
0.03
0>
0>
0.00
0.39
0>
0.01
0>
0.00
0>
0>
0.01
0.00
R A T I O S
99.9291
Units:KN-m
November 6, 2010 14:59
LOAD
DEAD
LIVE
EX
EY
SNI2002
FX
0.00
0.00
-14161.59
-14161.59
53953.03
FY
0.00
0.00
0.00
0.00
57174.78
11.54 < 86>
0.08
5.39 < 92>
0.33
0.01
0.00
0.00
0.00
PAGE 13
FZ
MX
PAGE 14
MY
356818.8411416791.853-11534530.21
59566.50 1936913.900-1959269.900
0.00
0.000 -383258.480
0.00
0.000 -383258.480
0.81 < 17>
0.03
0.00 < 99>
99.9277
94.2752
TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN
16.66 < 17>
55.06 < 73>
1.72 < 74>
0.0000
99.9994
99.9995
76.0204
File:REVISI I
0.00 < 99>
0>
RZ-ROTN
%MASS
14.51 < 99>
0.01 < 99>
99.9277
0.0000
RX
0>
6.27 < 99>
0.02 < 99>
69.82 < 70>
0.0000
0.0000
99.9995
UZ
15.12 < 85>
9.65 < 10>
November 6, 2010 14:59
STATIC
DEAD
LIVE
83.54 < 93>
0>
0>
0.00 <
0.00 <
0.02 < 92>
0>
0.00 <
0.00 <
0.00 <
0.05 < 92>
RY-ROTN
%MASS
0>
0.00 <
0.73 < 87>
PAGE 12
RX-ROTN
%MASS
0.00 <
0.00 <
4.37 < 74>
0.49 < 74>
Units:KN-m
52.22449
R A T I O S
M O D A L
L O A D
P A R T I C I P A T I O N
(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)
TYPE
34.82523
November 6, 2010 14:59
M A S S
1.10 < 84>
Mode 7
Mode 8
33.95499
54.57155
62.13 < 70>
2.15 < 87>
5.40411
20.10444
21.46891
8.31179
11.04 < 63>
Mode 6
19.41146
8.68533
Mode 2
Mode 5
7.55533
3.08943
0.11514
Y-TRANS
%MASS
10.41 < 74>
9.48 < 83>
6.62834
6.95128
36.45864
51.09314
X-TRANS
%MASS
Mode 3
Mode 4
CIRCULAR FREQ
5.80257
8.13173
MODE
NUMBER
52.44 < 52>
26.997
29.460
0.17234
0.12298
P A R T I C I P A T I N G
Mode 1
28.611
PAGE 11
5.54261
0.12031
Mode 12
27.674
3.19972
3.41688
0.18504
Mode 8
28.874
(RADIANS/TIME)
1.05493
1.10633
0.31253
0.29266
Mode 7
M O D A L
November 6, 2010 14:59
30.266
29.929
29.422
28.032
30.375
F R E Q U E N C I E S
PERIOD
NUMBER
32.167
32.257
30.549
31.319
30.787
29.925
32.024
32.851
32.946
Units:KN-m
A N D
32.264
32.701
2538.6052
2519.6041
31.948
32.271
32.271
32.929
2567.1291
D2
D1
32.285
32.913
32.913
2425.7250
D3
MODE
ETABS v9.0.0
32.880
MZ
0.000
0.000
455155.117
455155.117
0.00 1545258.798 1457704.627 2734623.731
0.05 < 74>
0.37 < 86>
0.02 < 86>
0.20 < 92>
0.01 < 92>
2.44 < 94>
!"
ETABS v9.0.0
File:REVISI I
Units:KN-m
S T O R Y
F O R C E S
STORY
LOAD
STORY9
STORY8
EX
EX
0.00
0.00
STORY6
EX
0.00
TOP FLOOR
STORY7
STORY5
STORY4
STORY3
STORY2
P
EX
EX
EX
EX
EX
VX
0.00
-2199.05
0.00
-8230.53
VY
0.00
0.00
318329.329
-11158.35
-12258.65
0.00
0.00
361416.990
397037.579
0.00
-13868.80
0.00
445812.425
-13235.98
0.00
-10337.27
-2199.05
786.26
0.00
STORY8
EY
0.00
-6433.40
0.00
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
0.00
EY
EY
EY
EY
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
File:REVISI I
LOAD
TOP FLOOR
Y
EX
STORY8
X
EX
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
STORY1
TOP FLOOR
TOP FLOOR
STORY9
STORY9
STORY8
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
X
Y
Y
0.00
8741.88
-10337.27
EX
EX
EX
EX
X
Y
X
Y
X
Y
EX
43402.00
47544.00
51072.02
53200.07
40880.00
Units:KN-m
MAX DRIFT
1/4191
1/100941
1/2445
1/59136
1/1736
1/40127
1/1346
1/1204
1/20829
1/1224
1/1369
1/1155
1/6016
1/5559
1/2638
1/11597
Y
EY
1/100941
X
EY
X
Y
Y
X
Y
X
Y
X
Y
X
Y
X
Y
X
Y
X
EY
EY
EY
1/4191
1/2445
1/59136
1/1736
1/40127
EY
EY
1/1565
1/31747
EY
1/26361
EY
EY
EY
EY
1/1346
1/1204
1/20829
1/1224
EY
1/14250
EY
1/1369
EY
EY
EY
EY
34040.62 1605089.628
45992.42 2186977.162
50370.44 2405979.415
0.000 -169158.386
0.000 -218192.992
0.000 -271136.917
0.000 -326612.113
7357.953 -372250.227
37025.328
34967.519
1/1155
1/6016
1/5559
1/2638
352125.306
692384.256
889714.170
331995.169
652956.382
839188.640
54122.26 2582433.353 1101049.808 1038600.041
56377.32 2693142.582 1321156.083 1246268.395
43146.03 2555714.118 1508510.901 1424685.612
November 6, 2010 14:59
EX
EY
-52292.819
0.000 -85214.923
0.000 -124524.999
482595.457
EX
EX
X
-26559.226
511813.717
1/14250
EX
412553.010
429782.598
0.000
40557.64 1920628.615
EX
EX
EX
426480.946
445812.425
0.000
38262.63
32103.92
1/26361
Y
361416.990
397037.579
0.000 -326612.113
7357.953 -372250.227
0.000
-8796.180
0.00
EX
X
266624.136
318329.329
0.000 -271136.917
105000.807
205181.179
Y
EX
EX
208434.327
0.000 -169158.386
0.000 -218192.992
111298.987
217601.992
1/1565
1/31747
X
Y
143907.592
-85214.923
0.000 -124524.999
18612.54 869204.504
26772.12 1256395.137
EX
EX
EX
786.26
9256.33
412553.010
71315.016
-26559.226
-52292.819
17552.55
25239.94
X
Y
X
0.00
426480.946
0.000
0.000
MY
-8796.180
0.00
0.00
6622.90
DIRECTION
STORY9
STORY9
0.00
0.00
0.00
SNI2002
X
-13235.98
-13868.80
0.00
SNI2002
STORY
TOP FLOOR
0.00
0.00
0.00
0.00
SNI2002
STORY DRIFTS
0.00
-12258.65
0.00
SNI2002
0.00
0.00
-11158.35
1165.88
SNI2002
-8230.53
-9827.52
0.00
0.00
0.00
EY
EY
ETABS v9.0.0
-4440.76
0.00
0.00
EY
0.000
-9827.52
1165.88
0.00
STORY7
STORY6
266624.136
143907.592
208434.327
0.00
MX
0.000
0.00
0.00
EX
EY
EY
T
71315.016
-4440.76
-6433.40
STORY1
TOP FLOOR
STORY9
PAGE 15
0.00
0.00
0.00
EX
November 6, 2010 14:59
PAGE 16
#$%
STORY1
Y
EY
STORY9
X
SNI2002
TOP FLOOR
TOP FLOOR
STORY9
STORY8
STORY8
STORY7
STORY7
STORY6
STORY6
STORY5
STORY5
STORY4
STORY4
STORY3
STORY3
STORY2
STORY2
STORY1
STORY1
ETABS v9.0.0
X
Y
1/11597
SNI2002
SNI2002
Y
1/886
1/940
1/514
SNI2002
X
Y
1/554
SNI2002
SNI2002
X
1/364
1/396
SNI2002
1/329
Y
SNI2002
1/360
X
SNI2002
1/252
X
Y
SNI2002
SNI2002
Y
1/282
1/309
SNI2002
X
Y
X
1/275
SNI2002
SNI2002
1/257
1/281
SNI2002
1/280
SNI2002
Y
X
Y
1/261
SNI2002
SNI2002
X
1/297
1/314
SNI2002
Y
1/555
SNI2002
File:REVISI I
1/575
Units:KN-m
DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS
November 6, 2010 14:59
PAGE 17
STORY
TOP FLOOR
DIAPHRAGM
D10
LOAD
EX
UX
0.0228
UY
-0.0001
RZ
-0.00007
STORY8
D8
EX
0.0203
-0.0002
-0.00007
STORY9
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
D9
D7
D6
D5
D4
D3
D2
D1
D10
D9
D8
D7
D6
D5
D4
D3
D2
D1
D10
D9
D8
D7
D6
D5
D4
D3
D2
D1
EX
0.0219
EX
EX
0.0180
0.0156
EX
-0.0002
0.0065
0.0036
-0.0002
-0.0002
0.0095
EX
0.0012
EY
0.0228
EY
EY
EY
EY
EY
EY
EY
SNI2002
SNI2002
SNI2002
SNI2002
0.0254
0.0143
SNI2002
-0.0002
0.0789
0.0374
SNI2002
SNI2002
-0.0002
0.0786
0.0497
SNI2002
-0.0002
-0.0002
-0.0001
0.0884
0.0701
0.0607
SNI2002
-0.0002
0.0012
0.0882
0.0846
SNI2002
-0.00001
-0.0001
-0.0002
0.0036
0.0049
-0.00006
-0.0001
0.0156
0.0065
EY
-0.00007
-0.00006
-0.00005
-0.0002
-0.0002
0.0127
0.0095
-0.00007
-0.0002
0.0219
0.0203
0.0180
EY
-0.0002
-0.0002
0.0127
EX
EX
EX
-0.0002
-0.00005
-0.00003
-0.00007
-0.00007
-0.00007
-0.00007
-0.00006
-0.00006
-0.00005
-0.00005
-0.00003
0.0850
-0.00001
0.00175
0.0703
0.0608
0.0497
0.0373
0.0254
0.0143
0.0050
ETABS v9.0.0 File:REVISI I Units:KN-m November 6, 2010 14:59
STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS
STORY
LOAD
STORY8
EX
TOP FLOOR
STORY9
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
EX
EX
EX
EX
EX
EX
EX
EX
EX
EY
EY
EY
EY
EY
EY
EY
DIR
MAXIMUM
AVERAGE
RATIO
X
0.0220
0.0200
1.098
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
0.0246
0.0236
0.0197
0.0171
0.0142
0.0109
0.0076
0.0043
0.0015
0.0246
0.0236
0.0220
0.0197
0.0171
0.0142
0.0109
0.0226
0.0216
0.0178
0.0153
0.0125
0.0093
0.0063
0.0035
0.0012
0.0226
0.0216
0.0200
0.0178
0.0153
0.0125
0.0093
1.090
1.093
1.107
1.118
1.135
1.164
1.204
1.247
1.265
1.090
1.093
1.098
1.107
1.118
1.135
1.164
0.00168
0.00157
0.00141
0.00123
0.00103
0.00079
0.00056
0.00033
0.00012
PAGE 18
&'(
STORY3
EY
X
0.0076
0.0063
1.204
TOP FLOOR
SNI2002
X
0.1152
0.0962
1.198
STORY2
STORY1
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
TOP FLOOR
STORY9
STORY8
STORY7
STORY6
STORY5
STORY4
STORY3
STORY2
STORY1
ETABS v9.0.0
M O D A L
EY
EY
X
X
SNI2002
0.0043
0.0015
X
SNI2002
SNI2002
0.1110
X
X
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
File:REVISI I
P E R I O D S
MODE
Units:KN-m
0.83162
1.20247
0.32368
0.18042
Mode 9
Mode 10
File:REVISI I
MODE
Mode 1
UX
112.2030
Mode 3
-49.9974
Mode 2
Mode 4
Mode 5
Mode 6
Mode 7
Mode 8
Mode 9
Mode 10
Mode 11
Mode 12
ETABS v9.0.0
M O D A L
MODE
Units:KN-m
-122.1214
-47.7051
-16.2799
10.8183
-52.6681
32.7605
-3.0331
22.7035
UZ
0.0000
32.3922
-13.2202
0.7285
Units:KN-m
X-TRANS
0.0000
Y-TRANS
11.56 < 86>
0.09 < 91>
5.22 < 92>
Mode 10
Mode 11
Mode 12
9.48 < 83>
2.15 < 87>
4.47 < 91>
0.77 < 92>
2.27 < 94>
0.03 < 94>
0.27 < 95>
7.46 <
-2649.0940
66.3034
1212.7614
32.1841
105.5354
-51.7417
829.0789
-1433.0514
43.6012
-18.8011
7>
0.49 < 74>
0.73 < 87>
0.04 < 87>
0.05 < 92>
0.02 < 92>
2.53 < 95>
0.00 < 95>
-321.4175
468.2062
-83.2968
22.1598
-158.1496
-21.9678
-557.9348
-4.9719
-14.4545
November 6, 2010 14:58
M A S S
1.10 < 84>
52.44 < 52>
-1403.5746
-5.9121
27.5522
0.0000
RZ
-1456.9795
210.5094
0.0000
-2.1048
PAGE 2
RY
3079.0524
68.3476
-24.6394
File:REVISI I
54.57155
11.7510
-2.7621
62.13 < 70>
4.37 < 74>
Mode 9
55.7478
-10.5631
-231.1336
41.5955
P A R T I C I P A T I N G
52.22449
-922.4872
0.0000
0.0000
11.04 < 63>
10.41 < 74>
Mode 8
0.0000
0.0000
0.0000
Mode 2
Mode 3
Mode 6
Mode 7
3367.9115
0.0000
%MASS
Mode 5
0.0000
0.0000
35.4048
-3.6173
-8.1208
36.45864
51.09314
RX
1144.7945
4.5797
13.5864
23.3640
34.82523
November 6, 2010 14:58
%MASS
Mode 4
33.95499
F A C T O R S
NUMBER
Mode 1
5.40411
20.10444
21.46891
8.68533
UY
-42.3258
-51.4905
19.41146
8.31179
0.11514
P A R T I C I P A T I O N
7.55533
3.08943
5.80257
8.13173
0.12031
Mode 12
6.62834
6.95128
5.54261
0.17234
0.12298
Mode 11
CIRCULAR FREQ
3.19972
3.41688
0.18504
Mode 8
PAGE 1
(RADIANS/TIME)
1.05493
1.10633
0.31253
0.29266
Mode 7
M O D A L
FREQUENCY
(CYCLES/TIME)
Mode 4
ETABS v9.0.0
November 6, 2010 14:58
(TIME)
0.94793
0.90389
Mode 5
Mode 6
1.235
1.253
F R E Q U E N C I E S
Mode 1
Mode 2
Mode 3
1.199
0.0159
0.0055
PERIOD
NUMBER
1.166
0.0283
0.0197
0.0070
A N D
1.130
1.143
0.0413
0.0340
Y
Y
1.121
0.0666
0.0547
0.0481
Y
1.114
0.0769
0.0753
0.0625
Y
SNI2002
1.107
1.110
0.0861
0.0861
Y
Y
1.328
0.0964
0.0927
0.0959
Y
1.316
0.0054
0.1067
0.1028
Y
SNI2002
1.257
1.285
0.0157
0.0072
Y
Y
1.235
0.0409
0.0280
0.0206
X
1.221
0.0543
0.0513
0.0359
X
SNI2002
1.205
1.212
0.0663
0.0670
X
X
1.200
0.0859
0.0766
0.0810
X
1.247
1.265
0.0925
0.1035
0.0929
X
SNI2002
0.0035
0.0012
R A T I O S
Z-TRANS
%MASS
-217.1432
34.6353
PAGE 3
RX-ROTN
RY-ROTN
RZ-ROTN
%MASS
%MASS
%MASS
0>
0>
83.54 < 93>
6.27 < 99>
15.12 < 85>
14.51 < 99>
0.81 < 17>
55.06 < 73>
0.00 <
0>
0.00 < 99>
0.00 < 99>
0.05 < 74>
0.00 <
0>
0.39
0.01
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0.00 <
0>
0>
0>
0>
0>
0>
0>
0>
9.65 < 10>
0.02 < 99>
0.03
0.00
0.01
0.00
0.01
0.00
69.82 < 70>
0.01 < 99>
0.03
0.33
0.08
0.00
0.00
0.00
16.66 < 17>
1.72 < 74>
11.54 < 86>
0.37 < 86>
0.02 < 86>
5.39 < 92>
0.20 < 92>
0.01 < 92>
2.44 < 94>
)*+
ETABS v9.0.0
File:REVISI I
Units:KN-m
November 6, 2010 14:58
M O D A L
L O A D
P A R T I C I P A T I O N
(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)
TYPE
LOAD
Load
Load
LIVE
EX
Load
Load
ACCEL
DEAD
STORY
R A T I O S
LINK
PAGE 4
DOF
STATIC
DYNAMIC
0.0044
99.9995
0.0000
99.9277
0.0035
EY
99.9995
0.0000
99.9277
Accel
Accel
UX
UY
99.9581
99.9572
94.5400
94.5936
Accel
RX
99.9994
99.9291
Accel
UZ
Accel
Accel
ETABS v9.0.0
0.0000
RY
RZ
File:REVISI I
99.9995
76.0204
Units:KN-m
November 6, 2010 14:58
R E S P O N S E
S P E C T R U M
A C C E L E R A T I O N S
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SPEC
MODE
SNI2002
Mode 3
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
ETABS v9.0.0
PERIOD
DAMP-RATIO SPEC-FACTOR
Mode 1
Mode 2
0.947927
0.903889
Mode 4
0.323684
0.831623
Mode 5
Mode 6
Mode 7
Mode 9
Mode 10
1.000000
3.237300
3.237300
MODE
SNI2002
Mode 2
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
0.050000
1.000000
3.131659
3.131659
3.131659
0.050000
0.050000
0.050000
0.050000
0.050000
Units:KN-m
SNI2002
SNI2002
SNI2002
SNI2002
ETABS v9.0.0
1.000000
1.000000
1.000000
1.000000
November 6, 2010 14:58
M O D A L
PERIOD
1.000000
U1
U2
-8.267569
Mode 3
Mode 4
0.831623
0.323684
2.835459
0.409857
-1.837029
-0.092945
-0.159462
0.092854
0.903889
0.312527
0.292664
Mode 9
Mode 11
Mode 12
0.130392
0.122975
-0.025254
0.002275
-0.031564
0.002843
0.007579
0.008404
0.025362
-0.000680
November 6, 2010 14:58
F1
SNI2002
Mode 3
DIR
F2
8092.41
0.00
-3314.935
191.06
0.00
-213.642
U1
3387.82
-313.66
U1
U1
570.02
1540.30
-151.76
-138.76
U1
183.30
-16.44
SNI2002
SNI2002
SNI2002
SNI2002
Mode 9
Mode 10
Mode 11
Mode 12
U1
65.68
21.42
SNI2002
Mode 1
U2
-15374.19
SNI2002
Mode 3
U2
-5242.89
SNI2002
Mode 2
U2
SNI2002
SNI2002
Mode 4
Mode 5
U2
U2
SNI2002
Mode 7
U2
SNI2002
SNI2002
Mode 6
Mode 8
U2
U2
PAGE 7
507.78
Mode 7
U1
0.000000
0.000000
0.000000
556.707
5023.423
SNI2002
858.00
1668.67
0.000000
0.00
0.00
-1670.74
Mode 8
2.779420
0.000000
2775.76
-971.66
7367.38
SNI2002
2.807338
0.000000
0.000000
149310.606
-5242.89
U1
U1
U1
3.088046
2.821712
U3
0.00
-15374.19
20356.42
Mode 4
Mode 5
Mode 6
2.779420
M1
40756.03
8582.95
SNI2002
SNI2002
SNI2002
2.807338
F3
U1
U1
U1
3.088046
2.821712
3.156608
0.000000
0.000000
0.000000
SPEC
Mode 1
Mode 2
3.156608
PAGE 6
0.000000
R E A C T I O N S
MODE
2.779420
0.421839
R E S P O N S E
S P E C T R U M
B A S E
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SNI2002
SNI2002
2.807338
0.000000
0.008304
-0.091422
Units:KN-m
3.088046
2.821712
8.181723
-0.089694
-0.011826
0.120311
0.115137
File:REVISI I
3.449688
3.118733
0.185045
0.180421
0.172337
Mode 10
3.156608
A M P L I T U D E S
0.947927
Mode 7
Mode 8
3.237300
0.180421
Mode 1
Mode 6
3.237300
3.237300
3.237300
S P E C T R U M
Mode 5
3.237300
3.237300
3.237300
(IN RESPONSE SPECTRUM LOCAL COORDINATES)
SPEC
3.237300
3.237300
3.237300
0.115137
File:REVISI I
R E S P O N S E
0.050000
U3
3.237300
3.237300
1.000000
1.000000
0.120311
Mode 12
3.237300
3.237300
0.050000
0.050000
0.172337
0.122975
Mode 11
U2
3.237300
3.237300
0.312527
0.292664
0.185045
Mode 8
U1
1.000000
1.000000
1.000000
99.9277
94.2752
PAGE 5
0.050000
0.050000
0.050000
0.0000
5799.53
0.00
0.00
0.00
0.00
990.873
4873.183
61862.580
-74552.741
21769.185 -116121.791
461.587
13465.380
495.837
-3514.933
0.00 -156861.136 -421895.498
688886.180
0.00
273004.302
0.00
0.00
-313.66
29.04
0.00
3925.53
-6733.583 -290879.455
326.253
0.00
378.88
8980.03
507.78
1215.198
227177.752 -421382.782
-16452.544
-52660.643
-1670.74
2775.76
565.79
-8609.463
4427.783
1460.913
48279.90
-971.66
M3
1745.158
-389.764
20356.42
3396.75
M2
0.00 415829.155 1118418.833-1826194.593
0.00 -561397.333 238875.409 387710.214
0.00-1331481.996
38.552
566547.592
-96734.939 -147183.289
1952.411
1801.033
0.00
-2925.120
0.00
-25627.112
-112.510
5152.464
919543.324
1527.008
3205.631
65964.184
200135.125
-2015.507
10751.175
-2837.636
3568.441
43411.774
104098.208
,-.
SNI2002
Mode 9
U2
SNI2002
Mode 12
U2
SNI2002
SNI2002
Mode 10
Mode 11
-151.76
40.41
0.00
-464.632
-1178.855
-29.267
-44.481
U2
U2
-138.76
191.06
12.50
1704.34
0.00
0.00
35.112
-1905.817
-16.44
1.48
0.00
4380.335
-131.607
343.910
4743.953
45963.203
315.317
SNI2002
SNI2002
Mode 1
Mode 2
U3
U3
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
0.000
0.000
SNI2002
Mode 4
U3
0.00
0.00
0.00
0.000
0.000
0.000
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
SNI2002
Mode 3
Mode 5
Mode 6
Mode 7
Mode 8
Mode 9
Mode 10
Mode 11
Mode 12
All
U3
U3
U3
U3
U3
U3
U3
U3
U3
All
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
53953.03
57174.79
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.00 1545258.803 1457704.625 2441679.013
/01
OUTPUT STRUKTUR RUMAH SAKIT UMUM PROPINSI KEPULAUAN RIAU
ETABS v9.0.0
File:COMB1-18
L O A D I N G
Units:KN-m
November 22, 2010 20:29
PAGE 1
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
COMB8
ADD
COMB9
ADD
COMB10
ADD
COMB11
ADD
COMB12
ADD
COMB13
ADD
COMB14
ADD
COMB15
ADD
COMB16
ADD
COMB17
ADD
COMB18
ADD
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
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
EX
EY
DEAD
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
Static
ETABS v9.0.0
File:COMB1-18
C O L U M N
F O R C E
Units:KN-m
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
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
November 22, 2010 20:29
PAGE 2
E N V E L O P E S
STORY
COLUMN
ITEM
TOP FLOOR
C113
Min
Min
Max
Max
STORY9
C113
Min
Min
Max
Max
P
V2
V3
T
M2
M3
Value
Case
Value
Case
-372.24
COMB1
-203.00
COMB15
-41.05
COMB10
28.07
COMB15
-2.73
COMB10
-0.23
COMB15
-0.089
COMB7
0.069
COMB18
-5.890
COMB10
3.128
COMB10
-62.033
COMB6
73.442
COMB10
Value
Case
Value
Case
-967.71
COMB2
-548.71
COMB15
-62.88
COMB10
50.87
COMB15
-3.85
COMB10
-0.74
COMB15
-0.183
COMB7
0.164
COMB18
-7.622
COMB10
5.092
COMB10
-107.312
COMB10
100.187
COMB10
234
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1568.93
COMB2
-891.11
COMB18
-83.63
COMB10
72.63
COMB15
-3.68
COMB10
-0.60
COMB15
-0.289
COMB7
0.272
COMB18
-6.874
COMB10
5.270
COMB6
-147.825
COMB10
128.152
COMB10
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2186.84
COMB2
-1232.64
COMB18
-105.48
COMB10
91.65
COMB15
-5.13
COMB10
-0.75
COMB15
-0.650
COMB7
0.622
COMB18
-9.658
COMB6
7.256
COMB10
-186.564
COMB10
161.518
COMB10
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2805.46
COMB2
-1583.18
COMB18
-121.05
COMB10
108.30
COMB15
-5.17
COMB10
-0.85
COMB15
-0.808
COMB3
0.784
COMB18
-10.609
COMB10
6.459
COMB10
-221.813
COMB10
195.775
COMB15
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3428.72
COMB2
-1934.15
COMB18
-134.16
COMB10
122.22
COMB15
-5.27
COMB10
-1.02
COMB15
-1.076
COMB7
1.053
COMB18
-10.672
COMB10
6.724
COMB10
-253.523
COMB10
230.256
COMB15
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4074.65
COMB2
-2287.67
COMB18
-145.06
COMB6
131.03
COMB15
-6.34
COMB10
-1.57
COMB15
-2.684
COMB7
2.646
COMB18
-14.682
COMB10
6.717
COMB2
-289.942
COMB10
260.498
COMB15
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4724.37
COMB2
-2654.77
COMB18
-139.44
COMB10
130.91
COMB15
-3.83
COMB10
-0.04
COMB15
-4.657
COMB3
4.622
COMB18
-11.843
COMB10
5.848
COMB7
-305.183
COMB10
287.774
COMB15
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5379.93
COMB2
-3025.74
COMB18
-127.82
COMB10
114.41
COMB15
-11.05
COMB7
1.82
COMB18
-5.941
COMB15
5.929
COMB10
-18.605
COMB7
17.860
COMB7
-320.698
COMB6
295.122
COMB15
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-6043.00
COMB2
-3403.21
COMB18
-129.42
COMB10
122.02
COMB15
-8.77
COMB3
3.27
COMB18
-3.457
COMB15
3.459
COMB10
-18.640
COMB7
15.170
COMB18
-455.873
COMB10
449.549
COMB15
ETABS v9.0.0
File:COMB19
L O A D I N G
Units:KN-m
November 17, 2010 17:23
PAGE 1
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB19
ENVE
CASE
CASE
TYPE
SCALE
FACTOR
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
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 v9.0.0
File:COMB19
C O L U M N
F O R C E S
Units:KN-m
November 17, 2010 17:23
STORY
COLUMN
LOAD
LOC
TOP FLOOR
C113
TOP FLOOR
C113
STORY9
C113
STORY9
C113
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
PAGE 2
P
V2
V3
T
M2
M3
-237.93
-220.47
-203.00
28.07
28.07
28.07
-0.23
-0.23
-0.23
0.069
0.069
0.069
-0.869
-0.484
3.128
37.494
6.833
73.442
-372.24
-345.72
-322.43
-41.05
-41.05
-41.05
-2.73
-2.73
-2.73
-0.089
-0.089
-0.089
-5.890
-1.680
-0.100
-62.033
-9.949
-55.135
-583.63
-566.17
-548.71
50.87
50.87
50.87
-0.74
-0.74
-0.74
0.164
0.164
0.164
-1.563
-0.343
5.092
82.919
-1.023
100.187
-967.71
-944.42
-921.14
-62.88
-62.88
-62.88
-3.85
-3.85
-3.85
-0.183
-0.183
-0.183
-7.622
-1.265
0.878
-107.312
-3.563
-84.964
567
STORY8
C113
STORY8
C113
STORY7
C113
STORY7
C113
STORY6
C113
STORY6
C113
STORY5
C113
STORY5
C113
STORY4
C113
STORY4
C113
STORY3
C113
STORY3
C113
STORY2
C113
STORY2
C113
STORY1
C113
STORY1
C113
ETABS v9.0.0
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
COMB19 MAX
0.0000
1.6500
3.3000
COMB19 MIN
0.0000
1.6500
3.3000
File:EX POSITIF
L O A D I N G
Units:KN-m
-926.04
-908.58
-891.11
72.63
72.63
72.63
-0.60
-0.60
-0.60
0.272
0.272
0.272
-1.178
-0.190
5.270
127.069
7.229
128.152
-1568.93
-1545.64
-1522.36
-83.63
-83.63
-83.63
-3.68
-3.68
-3.68
-0.289
-0.289
-0.289
-6.874
-0.802
0.797
-147.825
-9.837
-112.610
-1278.26
-1255.45
-1232.64
91.65
91.65
91.65
-0.75
-0.75
-0.75
0.622
0.622
0.622
-1.451
-0.214
7.256
160.303
9.081
161.518
-2186.84
-2156.42
-2126.01
-105.48
-105.48
-105.48
-5.13
-5.13
-5.13
-0.650
-0.650
-0.650
-9.658
-1.201
1.024
-186.564
-12.523
-142.142
-1628.80
-1605.99
-1583.18
108.30
108.30
108.30
-0.85
-0.85
-0.85
0.784
0.784
0.784
-1.804
-0.402
6.459
195.775
17.081
177.641
-2805.46
-2775.05
-2744.63
-121.05
-121.05
-121.05
-5.17
-5.17
-5.17
-0.808
-0.808
-0.808
-10.609
-2.075
1.000
-221.813
-22.086
-161.612
-1979.77
-1956.96
-1934.15
122.22
122.22
122.22
-1.02
-1.02
-1.02
1.053
1.053
1.053
-1.839
-0.152
6.724
230.256
28.594
189.195
-3428.72
-3398.31
-3367.90
-134.16
-134.16
-134.16
-5.27
-5.27
-5.27
-1.076
-1.076
-1.076
-10.672
-1.974
1.535
-253.523
-32.164
-173.067
-2345.41
-2316.54
-2287.67
131.03
131.03
131.03
-1.57
-1.57
-1.57
2.646
2.646
2.646
-2.799
-0.205
6.717
260.498
44.297
188.758
-4074.65
-4036.15
-3997.66
-145.06
-145.06
-145.06
-6.34
-6.34
-6.34
-2.684
-2.684
-2.684
-14.682
-4.225
2.389
-289.942
-50.592
-171.904
-2712.51
-2683.64
-2654.77
130.91
130.91
130.91
-0.04
-0.04
-0.04
4.622
4.622
4.622
3.837
3.901
5.848
287.774
71.771
154.985
-4724.37
-4685.88
-4647.39
-139.44
-139.44
-139.44
-3.83
-3.83
-3.83
-4.657
-4.657
-4.657
-11.843
-5.518
-1.076
-305.183
-75.099
-144.232
-3083.47
-3054.61
-3025.74
114.41
114.41
114.41
1.82
1.82
1.82
5.929
5.929
5.929
1.443
0.338
17.860
295.122
106.341
101.115
-5379.93
-5341.44
-5302.95
-127.82
-127.82
-127.82
-11.05
-11.05
-11.05
-5.941
-5.941
-5.941
-18.605
-2.272
-4.565
-320.698
-109.791
-82.440
-3460.94
-3432.07
-3403.21
122.02
122.02
122.02
3.27
3.27
3.27
3.459
3.459
3.459
15.170
11.050
10.516
449.549
249.564
51.634
-6043.00
-6004.51
-5966.02
-129.42
-129.42
-129.42
-8.77
-8.77
-8.77
-3.457
-3.457
-3.457
-18.640
-5.452
4.363
-455.873
-243.679
-33.540
November 24, 2010 17:56
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB3
ADD
COMB4
ADD
COMB11
ADD
COMB12
ADD
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
SCALE
FACTOR
1.2000
1.0000
1.0000
0.3000
1.2000
1.0000
-1.0000
0.3000
0.9000
1.0000
0.3000
0.9000
0.9000
-1.0000
0.3000
PAGE 1
899
ETABS v9.0.0
File:EX POSITIF
C O L U M N
F O R C E
STORY
COLUMN
Units:KN-m
November 24, 2010 17:56
PAGE 3
E N V E L O P E S
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.01
COMB4
-205.11
COMB12
-25.79
COMB4
25.07
COMB3
-2.35
COMB4
-0.79
COMB11
-0.089
COMB3
0.033
COMB12
-5.232
COMB4
2.525
COMB4
-51.314
COMB3
44.652
COMB4
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.75
COMB4
-548.87
COMB12
-37.38
COMB4
47.60
COMB3
-3.49
COMB4
-1.84
COMB11
-0.183
COMB3
0.084
COMB12
-6.925
COMB4
4.595
COMB4
-80.714
COMB3
76.362
COMB3
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1449.17
COMB3
-892.83
COMB12
-48.24
COMB4
69.73
COMB3
-3.28
COMB4
-1.54
COMB11
-0.289
COMB3
0.143
COMB12
-6.154
COMB4
4.679
COMB4
-108.530
COMB3
121.581
COMB3
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2021.20
COMB3
-1237.34
COMB12
-60.84
COMB4
87.98
COMB3
-4.54
COMB4
-2.01
COMB11
-0.650
COMB3
0.329
COMB12
-8.566
COMB4
6.415
COMB4
-136.989
COMB3
153.337
COMB3
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2595.95
COMB3
-1591.83
COMB12
-68.90
COMB4
104.92
COMB3
-4.59
COMB4
-2.07
COMB11
-0.808
COMB3
0.417
COMB12
-9.440
COMB4
5.724
COMB4
-157.346
COMB3
188.879
COMB3
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3176.75
COMB3
-1947.66
COMB12
-75.72
COMB4
119.05
COMB3
-4.72
COMB4
-2.22
COMB11
-1.076
COMB3
0.562
COMB12
-9.468
COMB4
6.098
COMB4
-168.735
COMB3
224.131
COMB3
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3781.45
COMB3
-2306.78
COMB12
-82.21
COMB4
127.30
COMB3
-5.77
COMB4
-3.02
COMB11
-2.684
COMB3
1.417
COMB12
-13.053
COMB4
5.974
COMB4
-167.212
COMB3
252.870
COMB3
Min Case
Max Value
Max Case
COMB3
-2679.70
COMB12
COMB4
128.33
COMB3
COMB4
-1.18
COMB11
COMB3
2.481
COMB12
COMB4
5.848
COMB3
COMB4
282.614
COMB3
STORY3
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5002.76
COMB3
-3056.07
COMB12
-72.77
COMB4
110.72
COMB3
-11.05
COMB3
-0.54
COMB12
-5.941
COMB3
3.190
COMB4
-18.605
COMB3
17.860
COMB3
-180.242
COMB4
287.942
COMB3
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5619.42
COMB3
-3437.69
COMB12
-71.87
COMB4
119.96
COMB3
-8.77
COMB3
0.86
COMB12
-3.456
COMB3
1.864
COMB4
-18.640
COMB3
10.304
COMB3
-247.404
COMB4
447.495
COMB3
ETABS v9.0.0
File:EX NEGATIF
L O A D I N G
COMBO
TYPE
COMB5
ADD
COMB6
ADD
COMB13
ADD
COMB14
ADD
STORY
TOP FLOOR
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
File:EX NEGATIF
S U P P O R T
November 24, 2010 17:57
PAGE 1
C O M B I N A T I O N S
COMBO
ETABS v9.0.0
Units:KN-m
Units:KN-m
R E A C T I O N
POINT
C113
ITEM
Min
Min
Max
Max
SCALE
FACTOR
Value
Case
Value
Case
1.2000
1.0000
1.0000
-0.3000
1.2000
1.0000
-1.0000
-0.3000
0.9000
1.0000
-0.3000
0.9000
-1.0000
-0.3000
November 24, 2010 17:57
PAGE 2
E N V E L O P E S
FX
-351.65
COMB6
-203.63
COMB13
FY
-41.05
COMB6
12.81
COMB13
FZ
-2.73
COMB6
-0.62
COMB13
MX
-0.053
COMB5
0.069
COMB14
MY
-5.890
COMB6
3.128
COMB6
MZ
-62.033
COMB6
73.442
COMB6
:;:
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.80
COMB6
-548.76
COMB13
-62.88
COMB6
25.38
COMB13
-3.85
COMB6
-1.10
COMB13
-0.104
COMB5
0.164
COMB14
-7.622
COMB6
5.092
COMB6
-107.312
COMB6
100.187
COMB6
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1447.46
COMB5
-891.11
COMB14
-83.63
COMB6
37.24
COMB13
-3.68
COMB6
-1.00
COMB13
-0.160
COMB5
0.272
COMB14
-6.874
COMB6
5.270
COMB6
-147.825
COMB6
128.152
COMB6
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2016.49
COMB5
-1232.64
COMB14
-105.48
COMB6
47.01
COMB13
-5.13
COMB6
-1.34
COMB13
-0.356
COMB5
0.622
COMB14
-9.658
COMB6
7.256
COMB6
-186.564
COMB6
161.518
COMB6
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2587.29
COMB5
-1583.18
COMB14
-121.05
COMB6
56.15
COMB13
-5.17
COMB6
-1.43
COMB13
-0.441
COMB5
0.784
COMB14
-10.609
COMB6
6.459
COMB6
-221.813
COMB6
177.641
COMB6
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3163.24
COMB5
-1934.15
COMB14
-134.16
COMB6
63.79
COMB13
-5.27
COMB6
-1.58
COMB13
-0.585
COMB5
1.053
COMB14
-10.672
COMB6
6.724
COMB6
-253.523
COMB6
189.195
COMB6
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3762.34
COMB5
-2287.67
COMB14
-145.06
COMB6
68.18
COMB13
-6.34
COMB6
-2.14
COMB13
-1.455
COMB5
2.646
COMB14
-14.682
COMB6
6.233
COMB6
-289.942
COMB6
188.758
COMB6
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4365.07
COMB5
-2654.77
COMB14
-139.44
COMB6
69.12
COMB13
-3.83
COMB6
-0.58
COMB13
-2.517
COMB5
4.622
COMB14
-11.843
COMB6
4.684
COMB5
-305.183
COMB6
154.985
COMB6
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4972.43
COMB5
-3025.74
COMB14
-127.82
COMB6
59.36
COMB13
-8.69
COMB5
1.82
COMB14
-3.202
COMB13
5.929
COMB6
-15.150
COMB5
13.528
COMB5
-320.698
COMB6
154.667
COMB13
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5584.94
COMB5
-3403.21
COMB14
-129.42
COMB6
64.47
COMB13
-6.35
COMB5
3.27
COMB14
-1.861
COMB13
3.459
COMB6
-11.140
COMB5
15.170
COMB14
-455.873
COMB6
241.080
COMB13
ETABS v9.0.0
File:EY POSITIF
L O A D I N G
Units:KN-m
November 24, 2010 17:52
PAGE 1
C O M B I N A T I O N S
COMBO
COMBO
TYPE
COMB7
ADD
COMB9
ADD
COMB15
ADD
COMB17
ADD
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
ETABS v9.0.0
File:EY POSITIF
C O L U M N
F O R C E
SCALE
FACTOR
Units:KN-m
1.2000
1.0000
0.3000
1.0000
1.2000
1.0000
0.3000
-1.0000
0.9000
0.3000
1.0000
0.9000
0.3000
-1.0000
November 24, 2010 17:52
PAGE 3
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.01
COMB9
-203.00
COMB15
-25.79
COMB9
28.07
COMB15
-2.35
COMB9
-0.23
COMB15
-0.089
COMB7
0.033
COMB17
-5.232
COMB9
2.525
COMB9
-55.135
COMB15
44.652
COMB9
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.75
COMB9
-548.71
COMB15
-37.38
COMB9
50.87
COMB15
-3.49
COMB9
-0.74
COMB15
-0.183
COMB7
0.084
COMB17
-6.925
COMB9
4.595
COMB9
-84.964
COMB15
82.919
COMB15
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1449.17
COMB7
-892.83
COMB17
-48.24
COMB9
72.63
COMB15
-3.28
COMB9
-0.60
COMB15
-0.289
COMB7
0.143
COMB17
-6.154
COMB9
4.679
COMB9
-112.610
COMB15
127.069
COMB15
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2021.20
COMB7
-1237.34
COMB17
-60.84
COMB9
91.65
COMB15
-4.54
COMB9
-0.75
COMB15
-0.650
COMB7
0.329
COMB17
-8.566
COMB9
6.415
COMB9
-142.142
COMB15
160.303
COMB15
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2595.95
COMB7
-1591.83
COMB17
-68.90
COMB9
108.30
COMB15
-4.59
COMB9
-0.85
COMB15
-0.808
COMB7
0.417
COMB17
-9.440
COMB9
5.724
COMB9
-161.612
COMB15
195.775
COMB15
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3176.75
COMB7
-1947.66
COMB17
-75.72
COMB9
122.22
COMB15
-4.72
COMB9
-1.02
COMB15
-1.076
COMB7
0.562
COMB17
-9.468
COMB9
6.098
COMB9
-173.067
COMB15
230.256
COMB15
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3781.45
COMB7
-2306.78
COMB17
-82.21
COMB9
131.03
COMB15
-5.77
COMB9
-1.57
COMB15
-2.684
COMB7
1.417
COMB17
-13.053
COMB9
5.974
COMB9
-171.904
COMB15
260.498
COMB15
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4390.00
COMB7
-2679.70
COMB17
-77.65
COMB9
130.91
COMB15
-3.29
COMB9
-0.04
COMB15
-4.657
COMB7
2.481
COMB17
-8.897
COMB9
5.848
COMB7
-169.538
COMB9
287.774
COMB15
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5002.76
COMB7
-3056.07
COMB17
-72.77
COMB9
114.41
COMB15
-11.05
COMB7
-0.54
COMB17
-5.941
COMB15
3.190
COMB9
-18.605
COMB7
17.860
COMB7
-180.242
COMB9
295.122
COMB15
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5619.42
COMB7
-3437.69
COMB17
-71.87
COMB9
122.02
COMB15
-8.77
COMB7
0.86
COMB17
-3.457
COMB15
1.864
COMB9
-18.640
COMB7
10.304
COMB7
-247.404
COMB9
449.549
COMB15
ETABS v9.0.0
File:EY NEGATIF
L O A D I N G
COMBO
COMBO
TYPE
COMB8
ADD
COMB10
ADD
COMB16
ADD
COMB18
ADD
ETABS v9.0.0
C O L U M N
Units:KN-m
November 24, 2010 17:55
PAGE 1
C O M B I N A T I O N S
CASE
CASE
TYPE
DEAD
LIVE
EX
EY
DEAD
LIVE
EX
EY
DEAD
EX
EY
DEAD
EX
EY
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
Static
File:EY NEGATIF
F O R C E
SCALE
FACTOR
Units:KN-m
1.2000
1.0000
-0.3000
1.0000
1.2000
1.0000
-0.3000
-1.0000
0.9000
-0.3000
1.0000
0.9000
-0.3000
-1.0000
November 24, 2010 17:55
PAGE 3
E N V E L O P E S
STORY
COLUMN
ITEM
P
V2
V3
T
M2
M3
TOP FLOOR
C113
Min
Min
Max
Max
Value
Case
Value
Case
-351.65
COMB10
-203.63
COMB16
-41.05
COMB10
12.81
COMB16
-2.73
COMB10
-0.62
COMB16
-0.053
COMB8
0.069
COMB18
-5.890
COMB10
3.128
COMB10
-62.033
COMB10
73.442
COMB10
STORY9
C113
Min
Min
Max
Max
Value
Case
Value
Case
-896.80
COMB10
-548.76
COMB16
-62.88
COMB10
25.38
COMB16
-3.85
COMB10
-1.10
COMB16
-0.104
COMB8
0.164
COMB18
-7.622
COMB10
5.092
COMB10
-107.312
COMB10
100.187
COMB10
STORY8
C113
Min
Min
Max
Max
Value
Case
Value
Case
-1447.46
COMB8
-891.11
COMB18
-83.63
COMB10
37.24
COMB16
-3.68
COMB10
-1.00
COMB16
-0.160
COMB8
0.272
COMB18
-6.874
COMB10
5.270
COMB10
-147.825
COMB10
128.152
COMB10
STORY7
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2016.49
COMB8
-1232.64
COMB18
-105.48
COMB10
47.01
COMB16
-5.13
COMB10
-1.34
COMB16
-0.356
COMB8
0.622
COMB18
-9.658
COMB10
7.256
COMB10
-186.564
COMB10
161.518
COMB10
STORY6
C113
Min
Min
Max
Max
Value
Case
Value
Case
-2587.29
COMB8
-1583.18
COMB18
-121.05
COMB10
56.15
COMB16
-5.17
COMB10
-1.43
COMB16
-0.441
COMB8
0.784
COMB18
-10.609
COMB10
6.459
COMB10
-221.813
COMB10
177.641
COMB10
?@A
STORY5
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3163.24
COMB8
-1934.15
COMB18
-134.16
COMB10
63.79
COMB16
-5.27
COMB10
-1.58
COMB16
-0.585
COMB8
1.053
COMB18
-10.672
COMB10
6.724
COMB10
-253.523
COMB10
189.195
COMB10
STORY4
C113
Min
Min
Max
Max
Value
Case
Value
Case
-3762.34
COMB8
-2287.67
COMB18
-145.06
COMB10
68.18
COMB16
-6.34
COMB10
-2.14
COMB16
-1.455
COMB8
2.646
COMB18
-14.682
COMB10
6.233
COMB10
-289.942
COMB10
188.758
COMB10
STORY3
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4365.07
COMB8
-2654.77
COMB18
-139.44
COMB10
69.12
COMB16
-3.83
COMB10
-0.58
COMB16
-2.517
COMB8
4.622
COMB18
-11.843
COMB10
4.684
COMB8
-305.183
COMB10
154.985
COMB10
STORY2
C113
Min
Min
Max
Max
Value
Case
Value
Case
-4972.43
COMB8
-3025.74
COMB18
-127.82
COMB10
59.36
COMB16
-8.69
COMB8
1.82
COMB18
-3.202
COMB16
5.929
COMB10
-15.150
COMB8
13.528
COMB8
-320.698
COMB10
154.667
COMB16
STORY1
C113
Min
Min
Max
Max
Value
Case
Value
Case
-5584.94
COMB8
-3403.21
COMB18
-129.42
COMB10
64.47
COMB16
-6.35
COMB8
3.27
COMB18
-1.861
COMB16
3.459
COMB10
-11.140
COMB8
15.170
COMB18
-455.873
COMB10
241.080
COMB16
ETABS v9.0.0
File:BALOK PORTAL X
L O A D I N G
COMBO
COMBO
TYPE
COMB19
ENVE
ETABS v9.0.0
B E A M
Units:KN-m
November 17, 2010 17:23
PAGE 1
C O M B I N A T I O N S
CASE
CASE
TYPE
SCALE
FACTOR
COMB1
COMB2
COMB3
COMB4
COMB5
COMB6
COMB7
COMB8
COMB9
COMB10
COMB11
COMB12
COMB13
COMB14
COMB15
COMB16
COMB17
COMB18
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
Combo
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
File:BALOK PORTAL X
Units:KN-m
November 17, 2010 17:23
PAGE 2
F O R C E S
STORY
BEAM
LOAD
LOC
TOP FLOOR
B82
TOP FLOOR
B82
COMB19 MAX
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MIN
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
P
V2
V3
T
M2
M3
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-52.30
-47.44
-41.32
-34.11
-27.63
-22.40
-18.43
66.14
71.67
79.37
89.21
100.32
109.54
116.62
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1.350
-1.350
-1.350
-1.350
-1.350
-1.350
-1.350
2.611
2.611
2.611
2.611
2.611
2.611
2.611
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-25.947
-1.378
20.492
48.953
75.325
97.386
125.101
125.215
97.339
74.395
47.141
19.634
-2.646
-27.626
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-114.85
-107.78
-98.55
-87.45
-77.60
-69.91
-64.37
19.27
23.24
28.46
34.94
42.15
48.27
53.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2.547
-2.547
-2.547
-2.547
-2.547
-2.547
-2.547
1.421
1.421
1.421
1.421
1.421
1.421
1.421
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-143.974
-89.156
-38.343
-2.478
26.761
53.124
76.416
76.520
52.023
25.266
-4.369
-42.467
-94.146
-149.832
BCD
TOP FLOOR
B83
TOP FLOOR
B83
STORY9
B82
STORY9
B82
STORY9
STORY9
B83
B83
COMB19 MAX
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MIN
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MAX
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MIN
0.3500
0.8417
1.3333
1.8250
2.3167
2.8083
3.3000
3.3000
3.7917
4.2833
4.7750
5.2667
5.7583
6.2500
COMB19 MAX
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
4.3250
4.7667
5.2083
5.6500
COMB19 MIN
0.3500
0.7917
1.2333
1.6750
2.1167
2.5583
3.0000
3.0000
3.4417
3.8833
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-48.79
-44.48
-39.16
-32.98
-27.45
-22.92
-19.41
61.36
66.23
72.85
81.20
90.66
98.65
104.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1.333
-1.333
-1.333
-1.333
-1.333
-1.333
-1.333
2.574
2.574
2.574
2.574
2.574
2.574
2.574
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-25.524
-4.890
13.617
35.505
58.557
78.304
101.816
101.649
77.784
58.628
36.167
13.660
-4.575
-24.938
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-106.13
-99.87
-91.88
-82.43
-74.07
-67.46
-62.58
18.80
22.31
26.83
32.37
38.54
43.86
48.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2.544
-2.544
-2.544
-2.544
-2.544
-2.544
-2.544
1.333
1.333
1.333
1.333
1.333
1.333
1.333
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
-126.292
-80.735
-38.325
-5.759
18.9