jgc-building 1 etabs r2
TRANSCRIPT
-
7/25/2019 Jgc-building 1 Etabs r2
1/30
BUILDING 1
Before 7/14/2015 9/
Time Period:
T1 (y-direction) 2.046 sec
T2 (x-direction) 1.656 sec
Ta 1.119 sec
Cu 1.4
Cu*Ta 1.063 sec
T used 1.063 sec
Seismic Coeff.
R = (!"#)
$ = 1 ("a%% &ui%din')
Cs = !s(R$e) 0.056
Cs+ax = !1,T(R$e) 0.0643
Cs+in = 0.044.!s.$e 0.026
Cs desi'n 0.04!
"ffec#i$e Seismic
%ei&'#:
t 54545 /
Seismic ()se s'e)r:
x-dyn 1200 /
y-dyn 1465 /
x-!tc =0.5.Cs.t 20221.246 /
y-stc =0.5.Cs.t 20221.246 /
T'e L)#er)* seismic
+orces:
-#xRoo 5115 /
-#x3# 594 /
-#x2# 3603 /
-#x1# 3113 /
-#x# 2346 /
-#xRoo 513 /
-#y3# 6121 /
-#y2# 345 /
-#y1# 3065 /
-#y# 233 /
S# D if#
!!
= 0.61'
!1
= 0.55'
-
7/25/2019 Jgc-building 1 Etabs r2
2/30
SEPT 2015 / MODE
Case ModePeriod
UX UY UZ Sum UX Sumsec
Modal 1 2.046 0.0001 0.7098 0 0.0001 0
Modal 2 1.656 0.6649 0.0004 0 0.665 0
Modal 3 1.583 0.0034 0.0184 0 0.6684 0
Modal 4 0.93 0.1181 0.0047 0 0.7865 0
Modal 5 0.89 0.0071 0.0828 0 0.7936 0
Modal 6 0.726 0.0083 0.0006 0 0.8019 0
Modal 7 0.48 0.0002 0.1046 0 0.8021 0
Modal 8 0.461 0.0072 0.0019 0 0.8093 0
Modal 9 0.419 0.1089 5.62E-06 0 0.9183 0
Modal 10 0.247 4.67E-05 0.0242 0 0.9183 0
Modal 11 0.24 0.0001 0.0368 0 0.9184 0
Modal 12 0.224 0.0654 3.01E-06 0 0.9838 0
Modal 13 0.165 0.0008 3.21E-05 0 0.9846 0
Modal 14 0.161 8.94E-06 0.0157 0 0.9846
Modal 15 0.157 0.0154 1.64E-06 0 1
Story DiaphragmMass X Mass Y XCM YCM
kg kg mm mm kg kg
ROOF D1 3767721.56 3767722 86.2213 44.9647 3767721.56 37677
3F D1 13124895.6 13124896 94.318 43.849 16892617.17 168926
2F D1 10774288.34 10774288 96.8568 43.6851 27666905.5 27666
1F D1 12516761.06 12516761 94.6287 40.6624 40183666.56 401836
GF D1 15420354.8 15420355 87.6986 43.0259 55604021.36 556040
Massa 55604021.36 k !s 0.075856833
#$%a& 545475 k' !s (aks 0.043612781
!s *s$d 0.043612781 !s (+, 0.026701605
s&a&+k 23789.70122 k' !s (+, 0.01
0.85s&a&+k 20221.24604 k'
!s (+, 0.01 d, 17199.6494
d, 14684.5818
Sal$ 1.175677804 1.17
Sal$ 1.377039286 1.4
Story LocationP VX VY T MX
k k k k!m k!
ROOF SPE! Ma To 0 4372.025 421.8941 189009.6436
ROOF SPE! Ma #o&&o( 0 4372.025 421.8941 189009.7497 520
ROOF SPE! Ma To 0 359.2141 3701.815 313081.3255 0
ROOF SPE! Ma #o&&o( 0 359.2141 3701.815 313081.2054 45693
3F SPE! Ma To 0 9454.72 271.279 450760.9955 5203F SPE! Ma #o&&o( 0 9454.72 271.279 450760.9955 6691
3F SPE! Ma To 0 180.1953 8073.701 757009.5059 45693
3F SPE! Ma #o&&o( 0 180.1953 8073.701 757009.5059 8639
2F SPE! Ma To 0 12534.11 213.3804 593138.5386 6691
2F SPE! Ma #o&&o( 0 12534.11 213.3804 593138.5386 6570
2F SPE! Ma To 0 298.3162 10542.89 1001516 8639
2F SPE! Ma #o&&o( 0 298.3162 10542.89 1001516 144881
1F SPE! Ma To 0 15194.4 463.2053 705885.6492 6570
1F SPE! Ma #o&&o( 0 15194.4 463.2053 705885.6492 5236
1F SPE! Ma To 0 515.3736 12732.3 1211834 144881
1F SPE! Ma #o&&o( 0 515.3736 12732.3 1211834 221766
GF SPE! Ma To 0 17199.65 624.4837 806854.6895 5236
GF SPE! Ma #o&&o( 0 17199.65 624.4837 806854.6895 5240
GF SPE! Ma To 0 624.4837 14684.58 1390024 221766GF SPE! Ma #o&&o( 0 624.4837 14684.58 1390024 280088
Cumu"ati#eX
Cumu"aY
LoadCase$Com%o
-
7/25/2019 Jgc-building 1 Etabs r2
3/30
DR&'T X DR&'T Y
Summary Summary
Load Case : Exs 0.0145 Load Case : Eys
Load Case : Spec X 0.0178 Load Case : Spec
Load Case : Exs Load Case : Eys
Story Load Case$Com%o La%e" &tem Dri(t Dri(t ) Cd Story Load
RF ES 2197 Ma D%+& 0.002635 0.0145 RF ES
3F ES 2177 Ma D%+& 0.001434 0.0079 3F ES
2F ES 2206 Ma D%+& 0.001709 0.0094 2F ES
1F ES 2177 Ma D%+& 0.001753 0.0096 1F ES
GF ES 3011 Ma D%+& 0.00124 0.0068 GF ES
Load Case : Spec X Load Case : Spec
Story Load Case$Com%o La%e" &tem Dri(t Dri(t ) Cd Story Load
RF SPE! Ma 2197 Ma D%+& 0.003244 0.0178 RF SPE! M
3F SPE! Ma 2185 Ma D%+& 0.001374 0.0076 3F SPE! M
2F SPE! Ma 2206 Ma D%+& 0.001626 0.0089 2F SPE! M
1F SPE! Ma 2177 Ma D%+& 0.00168 0.0092 1F SPE! M
GF SPE! Ma 91 Ma D%+& 0.001294 0.0071 GF SPE! M
12000 173.9 364.26000 47.3
5800 54.5
6200 59.8
4200 28.6
12000 214.1 398.5
6000 45.3
5800 51.9
6200 57.3
4200 29.9
ROOF 2244 Ma D%+& 0.002356
3F 134 Ma D%+& 0.002157
2F 134 Ma D%+& 0.002532
1F 83 Ma D%+& 0.002586
GF 450 Ma D%+& 0.002075
SPE!Ma
SPE!Ma
SPE!Ma
SPE!Ma
-
7/25/2019 Jgc-building 1 Etabs r2
4/30
-GC L 1!050
ST3 D3I+T 3SI SIPNGN NT3 LNTI6
S"ISIC 3 8
Cd
$e
!tory $te+ :oad >oint ?
ROOF Ma D%+& ES 2197 1
3F Ma D%+& ES 2177 1
2F Ma D%+& ES 2206 1
1F Ma D%+& ES 2177 1
GF Ma D%+& ES 3011 1
-GC L 1!050
ST3 D3I+T 3SI SIPNGN NT3 LNTI6
S"ISIC 3
Cd
$e
!tory $te+ :oad >oint ?
ROOF Ma D%+& ES 2251 1
3F Ma D%+& ES 134 33
2F Ma D%+& ES 634 1
1F Ma D%+& ES 3094 1
GF Ma D%+& ES 634 1
x = C
d(
xe )
x
= xn
- xn-1
:i+it B = 0.02
x = C
d(
xe )
x= x
n- x
n-1
:i+it B = 0.02
-
7/25/2019 Jgc-building 1 Etabs r2
5/30
-GC L 1!050
C'ec Irre&*)r ori;o R> L> R> Ma 1.2(
+ax H 1.2 (1E2)2 ---I Torsion $rre'u%arity ot 8xist.
-
7/25/2019 Jgc-building 1 Etabs r2
6/30
-GC L 1!050
Torsio< m=*ific)#io< f)c#or
.Torsion +7%iication due to 8J - ? e%
#%oor Torsion +7%ication
node 399 node 415
3R #:R 38.2 25.8 3.2000 3.4000 0.99
2 #:R 30.3 20.1 30.3000 30.2400 1.00
1!T #:R 20 13 20.0000 19.000 1.01
# 7 4.6 .0000 6.9600 1.01
K!8 0.0007 0.0007 0.000 0.000 0.3
-GC L 1!050
Torsio< m=*ific)#io< f)c#or
K.Torsion +7%iication due to 8J - < e%
#%oor Torsion +7%ication
node 39 node 399
3R #:R 29.7 46.1 46.1000 45.400 1.01
2 #:R 23.1 35.6 35.6000 35.2200 1.01
1!T #:R 15.1 23.4 23.4000 23.1000 1.01
# 5.8 9 9.0000 .00 1.01
K!8 0.0007 0.0007 0.000 0.000 0.3
L> R> Ma 1.2(1E2)2 (Ma: / ;1.2;1 R> Ma 1.2(1E2)2 (Ma: / ;1.2?:
-
7/25/2019 Jgc-building 1 Etabs r2
7/30
Story La%e"UX UY UZ
mm mm mm
3F 2201 88 ES 33.7 9.8 0.1
3F 2201 88 ES -5.4 29.7 -0.2
3F 2201 88 SPE! Ma 33.3 31.6 0.1
3F 2201 88 SPE! Ma 13.9 34.8 0.2
2F 2201 65 ES 26.6 7.9 0.12F 2201 65 ES -4.4 23.1 -0.2
2F 2201 65 SPE! Ma 26.9 24.7 0.1
2F 2201 65 SPE! Ma 11.3 27.2 0.2
1F 2201 41 ES 17.4 5.4 0.1
1F 2201 41 ES -3.1 15.1 -0.1
1F 2201 41 SPE! Ma 17.9 15.9 0.1
1F 2201 41 SPE! Ma 7.6 17.9 0.1
GF 2201 1 ES 6.1 1.7 0.0328
GF 2201 1 ES -1.2 5.8 -0.1
GF 2201 1 SPE! Ma 6.3 5.6 0.0448
GF 2201 1 SPE! Ma 2.7 6.8 0.1#?SE 2201 553 ES 0 0 0
#?SE 2201 553 ES 0 0 0
#?SE 2201 553 SPE! Ma 0 0 0
#?SE 2201 553 SPE! Ma 0 0 0
3F 2223 96 ES 38.2 -8.4 0.0008732
3F 2223 96 ES -9.1 44.5 -0.2
3F 2223 96 SPE! Ma 42.1 18.2 0.1
3F 2223 96 SPE! Ma 20 44.6 0.2
2F 2223 73 ES 30.3 -6.9 0.002579
2F 2223 73 ES -7.2 34.5 -0.2
2F 2223 73 SPE! Ma 33.9 14.3 0.1
2F 2223 73 SPE! Ma 16.1 35.3 0.2
1F 2223 49 ES 20 -4.8 0.001387
1F 2223 49 ES -5 22.6 -0.1
1F 2223 49 SPE! Ma 22.5 9.3 0.04372
1F 2223 49 SPE! Ma 10.8 23.6 0.1
GF 2223 33 ES 7 -1.7 -0.004416
GF 2223 33 ES -1.9 8.7 -0.1
GF 2223 33 SPE! Ma 7.9 3.4 0.01933
GF 2223 33 SPE! Ma 4 9.2 0.1#?SE 2223 564 ES 0 0 0
#?SE 2223 564 ES 0 0 0
#?SE 2223 564 SPE! Ma 0 0 0
#?SE 2223 564 SPE! Ma 0 0 0
3F 2201 88 ES 33.7 9.8 0.1
3F 2201 88 ES -5.4 29.7 -0.2
Uni*ueame
LoadCase$Com%o
-
7/25/2019 Jgc-building 1 Etabs r2
8/30
3F 2201 88 SPE! Ma 33.3 31.6 0.1
3F 2201 88 SPE! Ma 13.9 34.8 0.2
2F 2201 65 ES 26.6 7.9 0.1
2F 2201 65 ES -4.4 23.1 -0.2
2F 2201 65 SPE! Ma 26.9 24.7 0.1
2F 2201 65 SPE! Ma 11.3 27.2 0.2
1F 2201 41 ES 17.4 5.4 0.11F 2201 41 ES -3.1 15.1 -0.1
1F 2201 41 SPE! Ma 17.9 15.9 0.1
1F 2201 41 SPE! Ma 7.6 17.9 0.1
GF 2201 1 ES 6.1 1.7 0.0328
GF 2201 1 ES -1.2 5.8 -0.1
GF 2201 1 SPE! Ma 6.3 5.6 0.0448
GF 2201 1 SPE! Ma 2.7 6.8 0.1
#?SE 2201 553 ES 0 0 0
#?SE 2201 553 ES 0 0 0
#?SE 2201 553 SPE! Ma 0 0 0
#?SE 2201 553 SPE! Ma 0 0 0
3F 2223 96 ES 38.2 -8.4 0.0008732
3F 2223 96 ES -9.1 44.5 -0.2
3F 2223 96 SPE! Ma 42.1 18.2 0.1
3F 2223 96 SPE! Ma 20 44.6 0.2
2F 2223 73 ES 30.3 -6.9 0.002579
2F 2223 73 ES -7.2 34.5 -0.2
2F 2223 73 SPE! Ma 33.9 14.3 0.1
2F 2223 73 SPE! Ma 16.1 35.3 0.2
1F 2223 49 ES 20 -4.8 0.001387
1F 2223 49 ES -5 22.6 -0.1
1F 2223 49 SPE! Ma 22.5 9.3 0.04372
1F 2223 49 SPE! Ma 10.8 23.6 0.1
GF 2223 33 ES 7 -1.7 -0.004416
GF 2223 33 ES -1.9 8.7 -0.1
GF 2223 33 SPE! Ma 7.9 3.4 0.01933
GF 2223 33 SPE! Ma 4 9.2 0.1
#?SE 2223 564 ES 0 0 0
#?SE 2223 564 ES 0 0 0
#?SE 2223 564 SPE! Ma 0 0 0
#?SE 2223 564 SPE! Ma 0 0 03F 2296 201 ES 25.8 -8 -0.1
3F 2296 201 ES 1.1 44.2 0.1
3F 2296 201 SPE! Ma 25.5 17.3 0.1
3F 2296 201 SPE! Ma 5.8 44.2 0.1
2F 2296 203 ES 20.1 -6.6 -0.1
2F 2296 203 ES 0.6 34.2 0.1
2F 2296 203 SPE! Ma 20 13.6 0.1
-
7/25/2019 Jgc-building 1 Etabs r2
9/30
2F 2296 203 SPE! Ma 4.5 35 0.1
1F 2296 205 ES 13 -4.6 -0.03918
1F 2296 205 ES 0.2 22.5 0.1
1F 2296 205 SPE! Ma 12.9 8.8 0.03536
1F 2296 205 SPE! Ma 2.8 23.4 0.1
GF 2296 723 ES 4.6 -1.6 -0.01749
GF 2296 723 ES 0.1 8.7 0.03276GF 2296 723 SPE! Ma 4.7 3.2 0.01578
GF 2296 723 SPE! Ma 1 9.1 0.03256
#?SE 2296 620 ES 0 0 0
#?SE 2296 620 ES 0 0 0
#?SE 2296 620 SPE! Ma 0 0 0
#?SE 2296 620 SPE! Ma 0 0 0
3F 2321 749 ES 34.7 -10.2 -0.1
3F 2321 749 ES -6.3 46.1 -0.2
3F 2321 749 SPE! Ma 35.2 22.8 0.1
3F 2321 749 SPE! Ma 15.2 46.8 0.22F 2321 748 ES 27.4 -8.4 -0.1
2F 2321 748 ES -5 35.6 -0.2
2F 2321 748 SPE! Ma 28.4 17.9 0.1
2F 2321 748 SPE! Ma 12.4 37.1 0.2
1F 2321 183 ES 18 -5.8 -0.1
1F 2321 183 ES -3.5 23.4 -0.1
1F 2321 183 SPE! Ma 18.9 11.7 0.1
1F 2321 183 SPE! Ma 8.3 24.8 0.1
GF 2321 747 ES 6.3 -2 -0.03498
GF 2321 747 ES -1.4 9 -0.04904
GF 2321 747 SPE! Ma 6.6 4.2 0.03854
GF 2321 747 SPE! Ma 3 9.6 0.04587
#?SE 2321 639 ES 0 0 0
#?SE 2321 639 ES 0 0 0
#?SE 2321 639 SPE! Ma 0 0 0
#?SE 2321 639 SPE! Ma 0 0 0
-
7/25/2019 Jgc-building 1 Etabs r2
10/30
RX RY RZStory La%e"
rad rad rad
-0.000108 0.000763 -0.000219 3F 2321 749
-0.000388 -0.000115 0.00018 3F 2321 749
0.000405 0.000737 0.000582 3F 2321 749
0.000489 0.000284 0.000308 3F 2321 749
-0.000346 0.001234 -0.000179 2F 2321 748-0.001178 -0.00017 0.000138 2F 2321 748
0.001283 0.001221 0.000456 2F 2321 748
0.001449 0.000481 0.000243 2F 2321 748
-0.000342 0.001448 -0.000123 1F 2321 183
-0.000921 -0.000215 9.10E-05 1F 2321 183
0.001034 0.001484 0.000294 1F 2321 183
0.001109 0.000604 0.000162 1F 2321 183
-0.000278 0.001442 -4.10E-05 GF 2321 747
-0.000753 -0.00026 3.50E-05 GF 2321 747
0.000792 0.00149 0.000104 GF 2321 747
0.000892 0.000634 6.10E-05 GF 2321 747-0.000213 0.000747 0 #?SE 2321 639
-0.000761 -0.000154 0 #?SE 2321 639
0.00071 0.000774 0 #?SE 2321 639
0.00089 0.000339 0 #?SE 2321 639
0.000198 0.000841 -0.000219 3F 2296 201
-0.001182 -0.000232 0.00018 3F 2296 201
0.000464 0.000898 0.000582 3F 2296 201
0.001194 0.000453 0.000308 3F 2296 201
0.000205 0.001418 -0.000179 2F 2296 203
-0.001655 -0.000258 0.000138 2F 2296 203
0.000646 0.001554 0.000456 2F 2296 203
0.00167 0.0007 0.000243 2F 2296 203
0.000372 0.001842 -0.000123 1F 2296 205
-0.001964 -0.000372 9.10E-05 1F 2296 205
0.00082 0.002081 0.000294 1F 2296 205
0.002031 0.000946 0.000162 1F 2296 205
0.000261 0.001499 -4.10E-05 GF 2296 723
-0.001618 -0.000271 3.50E-05 GF 2296 723
0.000601 0.001689 0.000104 GF 2296 723
0.001684 0.000754 6.10E-05 GF 2296 7230.000308 0.001124 0 #?SE 2296 620
-0.001563 -0.000353 0 #?SE 2296 620
0.000608 0.001278 0 #?SE 2296 620
0.001652 0.000671 0 #?SE 2296 620
-0.000108 0.000763 -0.000219
-0.000388 -0.000115 0.00018
Uni*ueame
-
7/25/2019 Jgc-building 1 Etabs r2
11/30
0.000405 0.000737 0.000582
0.000489 0.000284 0.000308
-0.000346 0.001234 -0.000179
-0.001178 -0.00017 0.000138
0.001283 0.001221 0.000456
0.001449 0.000481 0.000243
-0.000342 0.001448 -0.000123-0.000921 -0.000215 9.10E-05
0.001034 0.001484 0.000294
0.001109 0.000604 0.000162
-0.000278 0.001442 -4.10E-05
-0.000753 -0.00026 3.50E-05
0.000792 0.00149 0.000104
0.000892 0.000634 6.10E-05
-0.000213 0.000747 0
-0.000761 -0.000154 0
0.00071 0.000774 0
0.00089 0.000339 0
0.000198 0.000841 -0.000219
-0.001182 -0.000232 0.00018
0.000464 0.000898 0.000582
0.001194 0.000453 0.000308
0.000205 0.001418 -0.000179
-0.001655 -0.000258 0.000138
0.000646 0.001554 0.000456
0.00167 0.0007 0.000243
0.000372 0.001842 -0.000123
-0.001964 -0.000372 9.10E-05
0.00082 0.002081 0.000294
0.002031 0.000946 0.000162
0.000261 0.001499 -4.10E-05
-0.001618 -0.000271 3.50E-05
0.000601 0.001689 0.000104
0.001684 0.000754 6.10E-05
0.000308 0.001124 0
-0.001563 -0.000353 0
0.000608 0.001278 0
0.001652 0.000671 00.000169 0.000572 -0.000219
-0.001181 5.80E-05 0.00018
0.000436 0.000632 0.000582
0.0012 0.000139 0.000308
0.00024 0.000642 -0.000179
-0.001584 6.40E-05 0.000138
0.000616 0.000689 0.000456
-
7/25/2019 Jgc-building 1 Etabs r2
12/30
0.001594 0.000155 0.000243
0.000355 0.001057 -0.000123
-0.001795 3.70E-05 9.10E-05
0.000737 0.001068 0.000294
0.001856 0.000241 0.000162
0.000432 0.000856 -4.10E-05
-0.002085 1.20E-05 3.50E-050.000818 0.000855 0.000104
0.002182 0.000186 6.10E-05
0.000202 0.000692 0
-0.00116 9.00E-06 0
0.000419 0.000704 0
0.001222 0.000147 0
2.80E-05 0.000616 -0.000219
-0.000711 0.00013 0.00018
0.00031 0.000618 0.000582
0.000717 0.000237 0.0003089.20E-05 0.001095 -0.000179
-0.001254 6.10E-05 0.000138
0.000577 0.001089 0.000456
0.001266 0.000387 0.000243
0.000116 0.001314 -0.000123
-0.001308 6.60E-05 9.10E-05
0.0006 0.001358 0.000294
0.001347 0.000494 0.000162
0.000408 0.001455 -4.10E-05
-0.001938 -0.000163 3.50E-05
0.000919 0.001527 0.000104
0.002047 0.000609 6.10E-05
0.000319 0.001039 0
-0.001422 -0.000264 0
0.000654 0.0011 0
0.001526 0.000524 0
-
7/25/2019 Jgc-building 1 Etabs r2
13/30
UX UY UZ RX RY RZ
mm mm mm rad rad rad
ES 34.7 -10.2 -0.1 2.80E-05 0.000616 -0.000219
ES -6.3 46.1 -0.2 -0.000711 0.00013 0.00018
SPE! Ma 35.2 22.8 0.1 0.00031 0.000618 0.000582
SPE! Ma 15.2 46.8 0.2 0.000717 0.000237 0.000308
ES 27.4 -8.4 -0.1 9.20E-05 0.001095 -0.000179ES -5 35.6 -0.2 -0.001254 6.10E-05 0.000138
SPE! Ma 28.4 17.9 0.1 0.000577 0.001089 0.000456
SPE! Ma 12.4 37.1 0.2 0.001266 0.000387 0.000243
ES 18 -5.8 -0.1 0.000116 0.001314 -0.000123
ES -3.5 23.4 -0.1 -0.001308 6.60E-05 9.10E-05
SPE! Ma 18.9 11.7 0.1 0.0006 0.001358 0.000294
SPE! Ma 8.3 24.8 0.1 0.001347 0.000494 0.000162
ES 6.3 -2 -0.03498 0.000408 0.001455 -4.10E-05
ES -1.4 9 -0.04904 -0.001938 -0.000163 3.50E-05
SPE! Ma 6.6 4.2 0.03854 0.000919 0.001527 0.000104
SPE! Ma 3 9.6 0.04587 0.002047 0.000609 6.10E-05ES 0 0 0 0.000319 0.001039 0
ES 0 0 0 -0.001422 -0.000264 0
SPE! Ma 0 0 0 0.000654 0.0011 0
SPE! Ma 0 0 0 0.001526 0.000524 0
ES 25.8 -8 -0.1 0.000169 0.000572 -0.000219
ES 1.1 44.2 0.1 -0.001181 5.80E-05 0.00018
SPE! Ma 25.5 17.3 0.1 0.000436 0.000632 0.000582
SPE! Ma 5.8 44.2 0.1 0.0012 0.000139 0.000308
ES 20.1 -6.6 -0.1 0.00024 0.000642 -0.000179
ES 0.6 34.2 0.1 -0.001584 6.40E-05 0.000138
SPE! Ma 20 13.6 0.1 0.000616 0.000689 0.000456
SPE! Ma 4.5 35 0.1 0.001594 0.000155 0.000243
ES 13 -4.6 -0.03918 0.000355 0.001057 -0.000123
ES 0.2 22.5 0.1 -0.001795 3.70E-05 9.10E-05
SPE! Ma 12.9 8.8 0.03536 0.000737 0.001068 0.000294
SPE! Ma 2.8 23.4 0.1 0.001856 0.000241 0.000162
ES 4.6 -1.6 -0.01749 0.000432 0.000856 -4.10E-05
ES 0.1 8.7 0.03276 -0.002085 1.20E-05 3.50E-05
SPE! Ma 4.7 3.2 0.01578 0.000818 0.000855 0.000104
SPE! Ma 1 9.1 0.03256 0.002182 0.000186 6.10E-05ES 0 0 0 0.000202 0.000692 0
ES 0 0 0 -0.00116 9.00E-06 0
SPE! Ma 0 0 0 0.000419 0.000704 0
SPE! Ma 0 0 0 0.001222 0.000147 0
LoadCase$Com%o
-
7/25/2019 Jgc-building 1 Etabs r2
14/30
-
7/25/2019 Jgc-building 1 Etabs r2
15/30
-
7/25/2019 Jgc-building 1 Etabs r2
16/30
+#erage d ma, - +,
37.9 45.48 46.1 1.03 5.14
40.8 48.96 46.8 0.91 4.57
29.35 35.22 35.6 1.02 5.11
32.15 38.58 37.1 0.92 4.62
19.25 23.1 23.4 1.03 5.13
21.35 25.62 24.8 0.94 4.69
7.4 8.88 9 1.03 5.14
8.2 9.84 9.6 0.95 4.76
0 0 0
0 0 0
32 38.4 38.2 0.99 4.95
33.8 40.56 42.1 1.08 5.39
25.2 30.24 30.3 1.00 5.02
26.95 32.34 33.9 1.10 5.49
16.5 19.8 20 1.02 5.10
17.7 21.24 22.5 1.12 5.61
5.8 6.96 7 1.01 5.06
6.3 7.56 7.9 1.09 5.46
0 0 0
0 0 0
.)/ ,+#erage
0dma,$.)/+#g12/
-
7/25/2019 Jgc-building 1 Etabs r2
17/30
-
7/25/2019 Jgc-building 1 Etabs r2
18/30
-
7/25/2019 Jgc-building 1 Etabs r2
19/30
D)? 600
1 0 300
2 18
3
4
5
6 300 07
8
9
10
11 0 -300
12
13
14
15
16 -300 017
18
19
20
-
7/25/2019 Jgc-building 1 Etabs r2
20/30
GF
?%a ?%a
@ # 2 2'D #E?M # 1
?>! # 3 2'D #E?M # 2
) # 5 20 # 3
? # 6 21 # 4
) # 7 ) # 5A # 8 26 # 9
@ # 10 19>22 # 11
D>E>F>G>)>@> # 13 20>21>22 # 12
A # 17 24 # 13
@ # 22 26 # 15
#>!>D>E>@ # 23 26>27 # 16
?>F # 24 23-26 # 17
L # 25 20>21>22 # 18
! # 26 1 19>24 # 19
G # 32 23>24 # 20F # 34 23-26/@- # 21
PA # 35 29 # 22
#>! # 37 22>25 # 24
?>F # 38 O)D # 25
F # 39 20>21>22 # 28
# # 42 24 # 29
?>F # 44 20>21>22 # 30
?>F # 45 20>21>22 # 31
19>32 # 33
20>21>22 # 3519>23 # 36
24 # 40
22 # 41
20>21 # 42
29 # 45
29 # 46
29 # 46
28 # 47
1s& F
19-20 # 10 8 # 13
21-22 # 16 6 # 28
20-22 # 17 40 #
19-20 # 19 8 #
23-24 # 21 6 #
23-25 # 22 7 #
22 # 23 1 #
23 # 25 14 #
27 # 30 4 #
23 # 31 1 #
26 # 32 2 #
24 # 40 1 #
-
7/25/2019 Jgc-building 1 Etabs r2
21/30
25 # 45 2 #
25 # 46 1 #
26-27 # 47 5 #
# 48 7 #
24 # 50 4
28 52 2
# 33 14
# 19 8
# 10 8
# 29 9
# 48 7
# 49 5
# 26 4
# 18 9
-
7/25/2019 Jgc-building 1 Etabs r2
22/30
'o& *s$d
#14
#27 Fla& Sla GF
#43 T$ T+k ;((: Sa,
S6 320 S6
o&$% sa,
S7-21 280 S7
o&$% sa,
S7-28 280 S7
o&$% sa,
S8-20 320 S8
o&$% sa,
S8-22 350 S8
o&$% sa,
-
7/25/2019 Jgc-building 1 Etabs r2
23/30
-
7/25/2019 Jgc-building 1 Etabs r2
24/30
!ol*(, S&%+ M+ddl$ S&%+ !d
#o&&o( To #o&&o( To
D16-175 D19-125 D13-150 D16-200 480
3D25 3D25 D13-150 D16-200 483D16-150 D19-100 D16-200 D16-200 303
3D25 4D25 D16-150 D16-150 493
D16-200 D19-150 D16-200 D16-200 379
3D25 3D25 D16-200 D16-200 573
D16-125 D19-100 D16-150 D16-150 307
3D25 6D25 D16-250 D16-200 163
D16-125 D19-100 D16-200 D16-200 481
3D25 4D25 D16-150 D19-175 512
B T # D SL?# #E?M
1500 135 300 600 202500 139500
1500 135 300 700 202500 169500
1000 135 250 500 135000 91250
2000 135 300 850 270000 214500
1500 135 350 800 202500 232750
L/C
-
7/25/2019 Jgc-building 1 Etabs r2
25/30
2000 135 300 700 270000 169500
2000 135 300 850 270000 214500
2000 135 300 850 270000 214500
2000 135 350 700 270000 197750
2000 135 350 900 270000 267750
2000 135 400 900 270000 306000
1000 135 400 1400 135000 5060001500 135 450 1000 202500 389250
1000 135 300 650 135000 154500
1000 135 250 450 135000 78750
1000 135 400 1200 135000 426000
3000 135 1200 1200 405000 1278000
-
7/25/2019 Jgc-building 1 Etabs r2
26/30
TOT?L M?SS
342000 0.41
372000 0.46
226250 0.40
484500 0.44
435250 0.53
-
7/25/2019 Jgc-building 1 Etabs r2
27/30
439500 0.39
484500 0.44
484500 0.44
467750 0.42
537750 0.50
576000 0.53
641000 0.79591750 0.66
289500 0.53
213750 0.37
561000 0.76
1683000 0.76
-
7/25/2019 Jgc-building 1 Etabs r2
28/30
Story La%e"UY
Story
mm
3F 2201 88 ES 29.7 3F
2F 2201 65 ES 23.1 2F
1F 2201 41 ES 15.1 1FGF 2201 1ES 5.8 GF
#?SE 2201 553 ES 0 #?SE
Story La%e"UY
Storymm
3F 2201 88 SPE! Ma 34.8 3F
2F 2201 65 SPE! Ma 27.2 2F
1F 2201 41 SPE! Ma 17.9 1F
GF 2201 1 SPE! Ma 6.8 GF
#?SE 2201 553 SPE! Ma 0 #?SE
Story La%e"UX
Storymm
3F 2223 96 ES 38.2 3F
2F 2223 73 ES 30.3 2F
1F 2223 49 ES 20 1F
GF 2223 33 ES 7 GF
#?SE 2223 564 ES 0 #?SE
Story La%e"UX
Storymm
3F 2223 96 SPE! Ma 42.1 3F
2F 2223 73 SPE! Ma 33.9 2F
1F 2223 49 SPE! Ma 22.5 1F
GF 2223 33 SPE! Ma 7.9 GF
#?SE 2223 564 SPE! Ma 0 #?SE
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
-
7/25/2019 Jgc-building 1 Etabs r2
29/30
La%e"UY
mm a 1.2a d(aks
2321 749 ES 46.10 37.90 45.48 46.10
2321 748 ES 35.60 29.35 35.22 35.60
2321 183 ES 23.40 19.25 23.10 23.402321 747 ES 9.00 7.40 8.88 9.00
2321 639 ES 0 0 0 0
La%e"UY
mm a 1.2a d(aks
2321 749 SPE! Ma 46.80 40.80 48.96 46.80
2321 748 SPE! Ma 37.10 32.15 38.58 37.10
2321 183 SPE! Ma 24.80 21.35 25.62 24.80
2321 747 SPE! Ma 9.60 8.20 9.84 9.60
2321 639 SPE! Ma 0 0 0 0
La%e"UX
mm a 1.2a d(aks
2296 201 ES 25.80 32.00 38.40 38.20
2296 203 ES 20.10 25.20 30.24 30.30
2296 205 ES 13.00 16.50 19.80 20.00
2296 723 ES 4.60 5.80 6.96 7.00
2296 620 ES 0 0 0 0
La%e"UX
mm a 1.2a d(aks
2296 201 SPE! Ma 25.50 33.80 40.56 42.10
2296 203 SPE! Ma 20.00 26.95 32.34 33.90
2296 205 SPE! Ma 12.90 17.70 21.24 22.50
2296 723 SPE! Ma 4.70 6.30 7.56 7.90
2296 620 SPE! Ma 0 0 0 0
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
Uni*ueame
LoadCase$Com%o
-
7/25/2019 Jgc-building 1 Etabs r2
30/30
1.4a
1.03 5.14 1.01 53.1 0.87
1.02 5.11 1.01 41.1 0.87
1.03 5.13 1.01 27.0 0.871.03 5.14 1.01 10.4 0.87
0 0
0.91 4.57 0.96 57.1 0.82
0.92 4.62 0.96 45.0 0.82
0.94 4.69 0.97 29.9 0.83
0.95 4.76 0.98 11.5 0.84
0 0
0.99 4.95 0.99 44.8 0.85
1.00 5.02 1.00 35.3 0.86
1.02 5.10 1.01 23.1 0.87
1.01 5.06 1.01 8.1 0.86
0 0
1.08 5.39 1.04 47.3 0.89
1.10 5.49 1.05 37.7 0.90
1.12 5.61 1.06 24.8 0.91
1.09 5.46 1.04 8.8 0.90
0 0