Summary Report
Model File: 45ft wall, Revision 0
7/16/2021
Loads
7/16/2021
1 Loads
This chapter provides loading information as applied to the model.
1.1 Load Patterns
Table 1.1 - Load Patterns
Self
Auto
Weight
Load
Multiplier
Name
Type
Dead
Dead
1
Live
Live
0
SD
Superimposed Dead
0
Wnd
Other
0
EP
Other
0
EQx
Seismic
0
UBC 97
EQy
Seismic
0
UBC 97
1.2 Load Cases
Table 1.2 - Load Cases - Summary
Name
Type
Dead
Linear Static
Live
Linear Static
SD
Linear Static
Wnd
Linear Static
EP
Linear Static
EQx
Linear Static
EQy
Linear Static
Page 2 of 14
Analysis Results
7/16/2021
2 Analysis Results
This chapter provides analysis results.
2.1 Structure Results
Table 2.1 - Base Reactions
Load Case/Combo
FX
kip
FY
kip
FZ
kip
MX
kip-ft
MY
kip-ft
MZ
kip-ft
X
ft
Y
ft
Z
ft
Dead
0
0
1144.688
52621.9308
-2763.0322
0
0
0
-3.5
Live
0
0
0
0
0
0
0
0
-3.5
SD
0
0
419.332
19248.8008
385.4156
0
0
0
-3.5
Wnd
545.4
-9
0
316.5
5873.3997
-25580.5995
0
0
-3.5
EP
1010.4
0
0
0
5980.2
-46478.4
0
0
-3.5
EQx 1
-92.382
0
0
0
-2766.3635
4249.5947
0
0
-3.5
EQx 2
-92.382
0
0
0
-2766.3635
4249.5947
0
0
-3.5
EQx 3
-92.382
0
0
0
-2766.3635
4249.5947
0
0
-3.5
EQy 1
0
-92.382
0
2766.3635
0
-285.4706
0
0
-3.5
EQy 2
0
-92.382
0
2766.3635
0
-285.4706
0
0
-3.5
EQy 3
0
-92.382
0
2766.3635
0
-285.4706
0
0
-3.5
1111
1555.8
-9
1144.688
52938.4308
9090.5675
-72058.9995
0
0
-3.5
1.4D
0
0
1602.563
73670.7032
-3868.245
0
0
0
-3.5
1.2D
0
0
1373.626
63146.317
-3315.6386
0
0
0
-3.5
1.2D+0.8W
436.32
-7.2
1373.626
63399.517
1383.0812
-20464.4796
0
0
-3.5
1.2D+1.3W
709.02
-11.7
1373.626
63557.767
4319.781
-33254.7794
0
0
-3.5
Comb1
1010.4
0
2064.506
94869.3658
2841.7462
-46478.4
0
0
-3.5
1.2D+1.0E (1.1) x Max
-101.621
0
1510.988
69460.9487
-6690.2023
4674.5542
0
0
-3.5
1.2D+1.0E (1.1) x Min
-101.621
0
1510.988
69460.9487
-6690.2023
4674.5542
0
0
-3.5
1.2D+1.0E (1.1) y Max
0
-101.621 1510.988
72503.9486
-3647.2025
-314.0177
0
0
-3.5
1.2D+1.0E (1.1) y Min
0
-101.621 1510.988
72503.9486
-3647.2025
-314.0177
0
0
-3.5
0.9D+1.0E (1.1) y Max
0
-101.621 1133.241
55138.7114
-2735.4018
-314.0177
0
0
-3.5
0.9D+1.0E (1.1) y Min
0
-101.621 1133.241
55138.7114
-2735.4018
-314.0177
0
0
-3.5
0.9D+1.0E (1.1) x Max
-101.621
4674.5542
0
0
-3.5
0.9D+1.0E (1.1) x Min
0.9D+1.3W
0
1133.241
52095.7115
-5778.4017
-101.621
0
1133.241
52095.7115
-5778.4017
4674.5542
0
0
-3.5
725.382
-11.97
1030.219
47780.6828
5324.8927
-34022.1974
0
0
-3.5
0.9D-1.3W
-709.02
11.7
1030.219
46948.2878
-10122.1486
33254.7794
0
0
-3.5
0.9D-1.0E (1.1) y Max
0
101.621
1133.241
49052.7117
-2735.4018
314.0177
0
0
-3.5
0.9D-1.0E (1.1) y Min
0
101.621
1133.241
49052.7117
-2735.4018
314.0177
0
0
-3.5
0.9D-1.0E (1.1) x Max
101.621
0
1133.241
52095.7115
307.598
-4674.5542
0
0
-3.5
0.9D-1.0E (1.1) x Min
101.621
0
1133.241
52095.7115
307.598
-4674.5542
0
0
-3.5
2.2 Story Results
Table 2.2 - Story Drifts
Story
Load Case/Combo Direction
Drift
Label
X
ft
Y
ft
Z
ft
Story1
Dead
X
0.004918
2
0
66
45
Story1
SD
X
0
2
0
66
45
Story1
SD
Y
0
2
0
66
45
Story1
Wnd
X
0.009563
2
0
66
45
Page 3 of 14
Analysis Results
7/16/2021
Table 2.2 - Story Drifts (continued)
Story
Load Case/Combo Direction
Drift
Label
X
ft
Y
ft
Z
ft
Story1
EP
X
0.008751
2
0
66
45
Story1
EQx 1
X
0.004389
2
0
66
45
Story1
EQx 2
X
0.004389
2
0
66
45
Story1
EQx 3
X
0.004389
2
0
66
45
Story1
EQy 1
Y
0.000271
3
0
26
45
Story1
EQy 2
Y
0.000271
3
0
26
45
Story1
EQy 3
Y
0.000271
3
0
26
45
Story1
1111
X
0.013397
2
0
66
45
Story1
1.4D
X
0.006885
2
0
66
45
Story1
1.2D
X
0.005901
2
0
66
45
Story1
1.2D+0.8W
X
0.001749
2
0
66
45
Story1
1.2D+1.3W
X
0.00653
2
0
66
45
Story1
Comb1
X
0.00226
2
0
66
45
Story1
1.2D+1.0E (1.1) x Max
X
0.01132
2
0
66
45
Story1
1.2D+1.0E (1.1) x Min
X
0.01132
2
0
66
45
Story1
1.2D+1.0E (1.1) y Max
X
0.006964
3
0
26
45
Story1
1.2D+1.0E (1.1) y Min
X
0.006964
3
0
26
45
Story1
0.9D+1.0E (1.1) y Max
X
0.005341
3
0
26
45
Story1
0.9D+1.0E (1.1) y Min
X
0.005341
3
0
26
45
Story1
0.9D+1.0E (1.1) x Max
X
0.009697
2
0
66
45
Story1
0.9D+1.0E (1.1) x Min
X
0.009697
2
0
66
45
Story1
0.9D+1.3W
X
0.008293
2
0
66
45
Story1
0.9D-1.3W
X
0.016858
2
0
66
45
Story1
0.9D-1.0E (1.1) y Max
X
0.005347
2
0
66
45
Story1
0.9D-1.0E (1.1) y Min
X
0.005347
2
0
66
45
Story1
0.9D-1.0E (1.1) x Max
X
5.8E-05
3
0
26
45
Story1
0.9D-1.0E (1.1) x Min
X
5.8E-05
3
0
26
45
Top
Dead
X
0.006009
1
15
92
25
Top
SD
X
0
1
15
92
25
Top
SD
Y
0
1
15
92
25
Top
Wnd
X
0.012583
1
15
92
25
Top
EP
X
0.01693
1
15
92
25
Top
EQx 1
X
0.006497
1
15
92
25
Top
EQx 2
X
0.006497
1
15
92
25
Top
EQx 3
X
0.006497
1
15
92
25
Top
EQy 1
Y
0.00094
1
15
92
25
Top
EQy 2
Y
0.00094
1
15
92
25
Top
EQy 3
Y
0.00094
1
15
92
25
Top
1111
X
0.023505
1
15
92
25
Top
1.4D
X
0.008413
1
15
92
25
Top
1.2D
X
0.007211
1
15
92
25
Top
1.2D+0.8W
X
0.002856
1
15
92
25
Top
1.2D+0.8W
Y
0.000684
1
15
92
25
Top
1.2D+1.3W
X
0.009147
1
15
92
25
Top
1.2D+1.3W
Y
0.001536
1
15
92
25
Page 4 of 14
Analysis Results
7/16/2021
Table 2.2 - Story Drifts (continued)
Story
Load Case/Combo Direction
Drift
Label
X
ft
Y
ft
Z
ft
Top
Comb1
X
0.008998
1
15
92
25
Top
1.2D+1.0E (1.1) x Max
X
0.015079
1
15
92
25
Top
1.2D+1.0E (1.1) x Min
X
0.015079
1
15
92
25
Top
1.2D+1.0E (1.1) y Max
X
0.009646
4
15
0
25
Top
1.2D+1.0E (1.1) y Max
Y
0.001782
4
15
0
25
Top
1.2D+1.0E (1.1) y Min
X
0.009646
4
15
0
25
Top
1.2D+1.0E (1.1) y Min
Y
0.001782
4
15
0
25
Top
0.9D+1.0E (1.1) y Max
X
0.007665
4
15
0
25
Top
0.9D+1.0E (1.1) y Max
Y
0.001595
4
15
0
25
Top
0.9D+1.0E (1.1) y Min
X
0.007665
4
15
0
25
Top
0.9D+1.0E (1.1) y Min
Y
0.001595
4
15
0
25
Top
0.9D+1.0E (1.1) x Max
X
0.013096
1
15
92
25
Top
0.9D+1.0E (1.1) x Min
X
0.013096
1
15
92
25
Top
0.9D+1.3W
X
0.011328
1
15
92
25
Top
0.9D+1.3W
Y
0.001756
1
15
92
25
Top
0.9D-1.3W
X
0.021767
1
15
92
25
Top
0.9D-1.0E (1.1) y Max
X
0.007674
1
15
92
25
Top
0.9D-1.0E (1.1) y Max
Y
0.001594
1
15
92
25
Top
0.9D-1.0E (1.1) y Min
X
0.007674
1
15
92
25
Top
0.9D-1.0E (1.1) y Min
Y
0.001594
1
15
92
25
Top
0.9D-1.0E (1.1) x Max
X
0.001198
1
15
92
25
Top
0.9D-1.0E (1.1) x Min
X
0.001198
1
15
92
25
10' Backfill
Dead
X
0.007732
1
15
92
10
10' Backfill
SD
X
0
4
15
0
10
10' Backfill
Wnd
X
0.011343
1
15
92
10
10' Backfill
EP
X
0.023678
1
15
92
10
10' Backfill
EQx 1
X
0.005745
1
15
92
10
10' Backfill
EQx 2
X
0.005745
1
15
92
10
10' Backfill
EQx 3
X
0.005745
1
15
92
10
10' Backfill
EQy 1
Y
0.000554
1
15
92
10
10' Backfill
EQy 2
Y
0.000554
1
15
92
10
10' Backfill
EQy 3
Y
0.000554
1
15
92
10
10' Backfill
1111
X
0.027289
1
15
92
10
10' Backfill
1.4D
X
0.010825
1
15
92
10
10' Backfill
1.2D
X
0.009278
1
15
92
10
10' Backfill
1.2D+0.8W
X
0.002507
2
0
66
10
10' Backfill
1.2D+0.8W
Y
0.001674
4
15
0
10
10' Backfill
1.2D+1.3W
X
0.007724
2
0
66
10
10' Backfill
1.2D+1.3W
Y
0.001436
4
15
0
10
10' Backfill
Comb1
X
0.013472
1
15
92
10
10' Backfill
1.2D+1.0E (1.1) x Max
X
0.016525
1
15
92
10
10' Backfill
1.2D+1.0E (1.1) x Min
X
0.016525
1
15
92
10
10' Backfill
1.2D+1.0E (1.1) y Max
X
0.011159
4
15
0
10
10' Backfill
1.2D+1.0E (1.1) y Min
X
0.011159
4
15
0
10
10' Backfill
0.9D+1.0E (1.1) y Max
X
0.00861
4
15
0
10
Page 5 of 14
Analysis Results
7/16/2021
Table 2.2 - Story Drifts (continued)
Story
Load Case/Combo Direction
Drift
Label
X
ft
Y
ft
Z
ft
10' Backfill
0.9D+1.0E (1.1) y Min
X
0.00861
4
15
0
10
10' Backfill
0.9D+1.0E (1.1) x Max
X
0.013974
1
15
92
10
10' Backfill
0.9D+1.0E (1.1) x Min
X
0.013974
1
15
92
10
10' Backfill
0.9D+1.3W
X
0.009498
2
0
66
10
10' Backfill
0.9D-1.3W
X
0.021704
1
15
92
10
10' Backfill
0.9D-1.0E (1.1) y Max
X
0.008625
1
15
92
10
10' Backfill
0.9D-1.0E (1.1) y Min
X
0.008625
1
15
92
10
10' Backfill
0.9D-1.0E (1.1) x Max
X
0.001353
4
15
0
10
10' Backfill
0.9D-1.0E (1.1) x Min
X
0.001353
4
15
0
10
NSL
Dead
X
0.009042
1
15
92
0
NSL
SD
X
0
4
15
0
0
NSL
Wnd
X
0.011044
1
15
92
0
NSL
EP
X
0.019754
1
15
92
0
NSL
EQx 1
X
0.005302
1
15
92
0
NSL
EQx 2
X
0.005302
1
15
92
0
NSL
EQx 3
X
0.005302
1
15
92
0
NSL
EQy 1
Y
0.000228
2
0
66
0
NSL
EQy 2
Y
0.000228
2
0
66
0
NSL
EQy 3
Y
0.000228
2
0
66
0
NSL
1111
X
0.021755
1
15
92
0
NSL
1.4D
X
0.012659
1
15
92
0
NSL
1.2D
X
0.010851
1
15
92
0
NSL
1.2D+0.8W
X
0.003405
4
15
0
0
NSL
1.2D+1.3W
X
0.004461
2
0
66
0
NSL
Comb1
X
0.007818
1
15
92
0
NSL
1.2D+1.0E (1.1) x Max
X
0.017768
1
15
92
0
NSL
1.2D+1.0E (1.1) x Min
X
0.017768
1
15
92
0
NSL
1.2D+1.0E (1.1) y Max
X
0.012108
4
15
0
0
NSL
1.2D+1.0E (1.1) y Min
X
0.012108
4
15
0
0
NSL
0.9D+1.0E (1.1) y Max
X
0.009127
4
15
0
0
NSL
0.9D+1.0E (1.1) y Min
X
0.009127
4
15
0
0
NSL
0.9D+1.0E (1.1) x Max
X
0.014784
1
15
92
0
NSL
0.9D+1.0E (1.1) x Min
X
0.014784
1
15
92
0
NSL
0.9D+1.3W
X
0.00655
1
15
92
0
NSL
0.9D-1.3W
X
0.022495
1
15
92
0
NSL
0.9D-1.0E (1.1) y Max
X
0.009144
1
15
92
0
NSL
0.9D-1.0E (1.1) y Min
X
0.009144
1
15
92
0
NSL
0.9D-1.0E (1.1) x Max
X
0.003134
4
15
0
0
NSL
0.9D-1.0E (1.1) x Min
X
0.003134
4
15
0
0
Page 6 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces
Story
Load Case/Combo Location
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
Story1
Dead
Top
0
0
0
0
0
0
Story1
Dead
Bottom
210.05
0
0
0
9662.2987
-450.2499
Story1
Live
Top
0
0
0
0
0
0
Story1
Live
Bottom
0
0
0
0
0
0
Story1
SD
Top
0
0
0
0
0
0
Story1
SD
Bottom
0
0
0
0
0
0
Story1
Wnd
Top
0
0
0
0
0
0
Story1
Wnd
Bottom
0
24
-9
-1596.1998
60
240
Story1
EP
Top
0
0
0
0
0
0
Story1
EP
Bottom
0
0
0
0
0
0
Story1
EQx 1
Top
0
-25.614
0
1178.2642
0
0
Story1
EQx 1
Bottom
0
-25.614
0
1178.2642
0
-512.2888
Story1
EQx 2
Top
0
-25.614
0
1178.2642
0
0
Story1
EQx 2
Bottom
0
-25.614
0
1178.2642
0
-512.2888
Story1
EQx 3
Top
0
-25.614
0
1178.2642
0
0
Story1
EQx 3
Bottom
0
-25.614
0
1178.2642
0
-512.2888
Story1
EQy 1
Top
0
0
-25.614
0
0
0
Story1
EQy 1
Bottom
0
0
-25.614
0
512.2888
0
Story1
EQy 2
Top
0
0
-25.614
0
0
0
Story1
EQy 2
Bottom
0
0
-25.614
0
512.2888
0
Story1
EQy 3
Top
0
0
-25.614
0
0
0
Story1
EQy 3
Bottom
0
0
-25.614
0
512.2888
0
Story1
1111
Top
0
0
0
0
0
0
Story1
1111
Bottom
210.05
24
-9
-1596.1998
9722.2987
-210.2499
Story1
1.4D
Top
0
0
0
0
0
0
Story1
1.4D
Bottom
294.07
0
0
0
13527.2182
-630.3499
Story1
1.2D
Top
0
0
0
0
0
0
Story1
1.2D
Bottom
252.06
0
0
0
11594.7585
-540.2999
Story1
1.2D+0.8W
Top
0
0
0
0
0
0
Story1
1.2D+0.8W
Bottom
252.06
19.2
-7.2
-1276.9599
11642.7585
-348.2999
Story1
1.2D+1.3W
Top
0
0
0
0
0
0
Story1
1.2D+1.3W
Bottom
252.06
31.2
-11.7
-2075.0598
11672.7585
-228.2999
Story1
Comb1
Top
0
0
0
0
0
0
Story1
Comb1
Bottom
277.266
0
0
0
12754.2343
-594.3299
Story1
1.2D+1.0E (1.1) x Max
Top
0
-28.176
0
1296.0906
0
0
Story1
1.2D+1.0E (1.1) x Max
Bottom
277.266
-28.176
0
1296.0906
12754.2343
-1157.8475
Story1
1.2D+1.0E (1.1) x Min
Top
0
-28.176
0
1296.0906
0
0
Story1
1.2D+1.0E (1.1) x Min
Bottom
277.266
-28.176
0
1296.0906
12754.2343
-1157.8475
Story1
1.2D+1.0E (1.1) y Max
Top
0
0
-28.176
0
0
0
Story1
1.2D+1.0E (1.1) y Max
Bottom
277.266
0
-28.176
0
13317.752
-594.3299
Story1
1.2D+1.0E (1.1) y Min
Top
0
0
-28.176
0
0
0
Story1
1.2D+1.0E (1.1) y Min
Bottom
277.266
0
-28.176
0
13317.752
-594.3299
Story1
0.9D+1.0E (1.1) y Max
Top
0
0
-28.176
0
0
0
Story1
0.9D+1.0E (1.1) y Max
Bottom
207.949
0
-28.176
0
10129.1934
-445.7474
Story1
0.9D+1.0E (1.1) y Min
Top
0
0
-28.176
0
0
0
Page 7 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces (continued)
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
207.949
0
-28.176
0
10129.1934
-445.7474
Top
0
-28.176
0
1296.0906
0
0
Bottom
207.949
-28.176
0
1296.0906
9565.6758
-1009.2651
Top
0
-28.176
0
1296.0906
0
0
Bottom
207.949
-28.176
0
1296.0906
9565.6758
-1009.2651
Story
Load Case/Combo Location
Story1
0.9D+1.0E (1.1) y Min
Story1
0.9D+1.0E (1.1) x Max
Story1
0.9D+1.0E (1.1) x Max
Story1
0.9D+1.0E (1.1) x Min
Story1
0.9D+1.0E (1.1) x Min
Story1
0.9D+1.3W
Top
0
0
0
0
0
0
Story1
0.9D+1.3W
Bottom
189.045
31.92
-11.97
-2122.9458
8775.8689
-86.025
Story1
0.9D-1.3W
Top
0
0
0
0
0
0
Story1
0.9D-1.3W
Bottom
189.045
-31.2
11.7
2075.0598
8618.0689
-717.2249
Story1
0.9D-1.0E (1.1) y Max
Top
0
0
28.176
0
0
0
Story1
0.9D-1.0E (1.1) y Max
Bottom
207.949
0
28.176
0
9002.1581
-445.7474
Story1
0.9D-1.0E (1.1) y Min
Top
0
0
28.176
0
0
0
Story1
0.9D-1.0E (1.1) y Min
Bottom
207.949
0
28.176
0
9002.1581
-445.7474
Story1
0.9D-1.0E (1.1) x Max
Top
0
28.176
0
-1296.0906
0
0
Story1
0.9D-1.0E (1.1) x Max
Bottom
207.949
28.176
0
-1296.0906
9565.6758
117.7703
Story1
0.9D-1.0E (1.1) x Min
Top
0
28.176
0
-1296.0906
0
0
Story1
0.9D-1.0E (1.1) x Min
Bottom
207.949
28.176
0
-1296.0906
9565.6758
117.7703
Top
Dead
Top
210.05
0
0
0
9662.2987
-450.2499
Top
Dead
Bottom
491.394
0
0
0
22604.1092
-1716.5778
Top
Live
Top
0
0
0
0
0
0
Top
Live
Bottom
0
0
0
0
0
0
Top
SD
Top
0
0
0
0
0
0
Top
SD
Bottom
0
0
0
0
0
0
Top
Wnd
Top
0
24
-9
-1596.1998
60
240
Top
Wnd
Bottom
0
65.4
-9
-3500.5995
195
910.4999
Top
EP
Top
0
0
0
0
0
0
Top
EP
Bottom
0
0
0
0
0
0
Top
EQx 1
Top
0
-69.207
0
3183.5329
0
-512.2888
Top
EQx 1
Bottom
0
-69.207
0
3183.5329
0
-1550.3973
Top
EQx 2
Top
0
-69.207
0
3183.5329
0
-512.2888
Top
EQx 2
Bottom
0
-69.207
0
3183.5329
0
-1550.3973
Top
EQx 3
Top
0
-69.207
0
3183.5329
0
-512.2888
Top
EQx 3
Bottom
0
-69.207
0
3183.5329
0
-1550.3973
Top
EQy 1
Top
0
0
-69.207
-181.1588
512.2888
0
Top
EQy 1
Bottom
0
0
-69.207
-181.1588
1550.3973
0
Top
EQy 2
Top
0
0
-69.207
-181.1588
512.2888
0
Top
EQy 2
Bottom
0
0
-69.207
-181.1588
1550.3973
0
Top
EQy 3
Top
0
0
-69.207
-181.1588
512.2888
0
Top
EQy 3
Bottom
0
0
-69.207
-181.1588
1550.3973
0
Top
1111
Top
210.05
24
-9
-1596.1998
9722.2987
-210.2499
Top
1111
Bottom
491.394
65.4
-9
-3500.5995
22799.1092
-806.0779
Top
1.4D
Top
294.07
0
0
0
13527.2182
-630.3499
Top
1.4D
Bottom
687.951
0
0
0
31645.7529
-2403.2089
Top
1.2D
Top
252.06
0
0
0
11594.7585
-540.2999
Top
1.2D
Bottom
589.672
0
0
0
27124.9311
-2059.8933
Bottom
Page 8 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces (continued)
Story
Load Case/Combo Location
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
-7.2
-1276.9599
11642.7585
-348.2999
Top
1.2D+0.8W
Top
252.06
19.2
Top
1.2D+0.8W
Bottom
589.672
52.32
-7.2
-2800.4796
27280.9311
-1331.4934
Top
1.2D+1.3W
Top
252.06
31.2
-11.7
-2075.0598
11672.7585
-228.2999
Top
1.2D+1.3W
Bottom
589.672
85.02
-11.7
-4550.7794
27378.4311
-876.2435
Top
Comb1
Top
277.266
0
0
0
12754.2343
-594.3299
Top
Comb1
Bottom
648.64
0
0
0
29837.4242
-2265.8826
Top
1.2D+1.0E (1.1) x Max
Top
277.266
-76.128
0
3501.8862
12754.2343
-1157.8475
Top
1.2D+1.0E (1.1) x Max
Bottom
648.64
-76.128
0
3501.8862
29837.4242
-3971.3197
Top
1.2D+1.0E (1.1) x Min
Top
277.266
-76.128
0
3501.8862
12754.2343
-1157.8475
Top
1.2D+1.0E (1.1) x Min
Bottom
648.64
-76.128
0
3501.8862
29837.4242
-3971.3197
Top
1.2D+1.0E (1.1) y Max
Top
277.266
0
-76.128
-199.2747
13317.752
-594.3299
Top
1.2D+1.0E (1.1) y Max
Bottom
648.64
0
-76.128
-199.2747
31542.8612
-2265.8826
Top
1.2D+1.0E (1.1) y Min
Top
277.266
0
-76.128
-199.2747
13317.752
-594.3299
Top
1.2D+1.0E (1.1) y Min
Bottom
648.64
0
-76.128
-199.2747
31542.8612
-2265.8826
Top
0.9D+1.0E (1.1) y Max
Top
207.949
0
-76.128
-199.2747
10129.1934
-445.7474
Top
0.9D+1.0E (1.1) y Max
Bottom
486.48
0
-76.128
-199.2747
24083.5052
-1699.412
Top
0.9D+1.0E (1.1) y Min
Top
207.949
0
-76.128
-199.2747
10129.1934
-445.7474
Top
0.9D+1.0E (1.1) y Min
Bottom
486.48
0
-76.128
-199.2747
24083.5052
-1699.412
Top
0.9D+1.0E (1.1) x Max
Top
207.949
-76.128
0
3501.8862
9565.6758
-1009.2651
Top
0.9D+1.0E (1.1) x Max
Bottom
486.48
-76.128
0
3501.8862
22378.0681
-3404.849
Top
0.9D+1.0E (1.1) x Min
Top
207.949
-76.128
0
3501.8862
9565.6758
-1009.2651
Top
0.9D+1.0E (1.1) x Min
Bottom
486.48
-76.128
0
3501.8862
22378.0681
-3404.849
Top
0.9D+1.3W
Top
189.045
31.92
-11.97
-2122.9458
8775.8689
-86.025
Top
0.9D+1.3W
Bottom
442.254
86.982
-11.97
-4655.7974
20603.0483
-333.9552
Top
0.9D-1.3W
Top
189.045
-31.2
11.7
2075.0598
8618.0689
-717.2249
Top
0.9D-1.3W
Bottom
442.254
-85.02
11.7
4550.7794
20090.1983
-2728.5698
Top
0.9D-1.0E (1.1) y Max
Top
207.949
0
76.128
199.2747
9002.1581
-445.7474
Top
0.9D-1.0E (1.1) y Max
Bottom
486.48
0
76.128
199.2747
20672.6311
-1699.412
Top
0.9D-1.0E (1.1) y Min
Top
207.949
0
76.128
199.2747
9002.1581
-445.7474
Top
0.9D-1.0E (1.1) y Min
Bottom
486.48
0
76.128
199.2747
20672.6311
-1699.412
Top
0.9D-1.0E (1.1) x Max
Top
207.949
76.128
0
-3501.8862
9565.6758
117.7703
Top
0.9D-1.0E (1.1) x Max
Bottom
486.48
76.128
0
-3501.8862
22378.0681
6.0251
Top
0.9D-1.0E (1.1) x Min
Top
207.949
76.128
0
-3501.8862
9565.6758
117.7703
Top
0.9D-1.0E (1.1) x Min
Bottom
486.48
76.128
0
-3501.8862
22378.0681
6.0251
10' Backfill
Dead
Top
491.394
0
0
0
22604.1092
-1716.5778
10' Backfill
Dead
Bottom
716.469
0
0
0
32957.5576
-2729.64
10' Backfill
Live
Top
0
0
0
0
0
0
10' Backfill
Live
Bottom
0
0
0
0
0
0
10' Backfill
SD
Top
0
0
0
0
0
0
10' Backfill
SD
Bottom
0
0
0
0
0
0
10' Backfill
Wnd
Top
0
65.4
-9
-3500.5995
195
910.4999
10' Backfill
Wnd
Bottom
0
545.4
-9
-25580.5995
285
3964.4997
10' Backfill
EP
Top
0
0
0
0
0
0
10' Backfill
EP
Bottom
0
624
0
-28704
0
3120
10' Backfill
EQx 1
Top
0
-89.263
0
4106.0864
0
-1550.3973
Page 9 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces (continued)
Story
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
Bottom
0
-89.263
0
4106.0864
0
-2443.0248
Load Case/Combo Location
10' Backfill
EQx 1
10' Backfill
EQx 2
Top
0
-89.263
0
4106.0864
0
-1550.3973
10' Backfill
EQx 2
Bottom
0
-89.263
0
4106.0864
0
-2443.0248
10' Backfill
EQx 3
Top
0
-89.263
0
4106.0864
0
-1550.3973
10' Backfill
EQx 3
Bottom
0
-89.263
0
4106.0864
0
-2443.0248
10' Backfill
EQy 1
Top
0
0
-89.263
-271.4287
1550.3973
0
10' Backfill
EQy 1
Bottom
0
0
-89.263
-271.4287
2443.0248
0
10' Backfill
EQy 2
Top
0
0
-89.263
-271.4287
1550.3973
0
10' Backfill
EQy 2
Bottom
0
0
-89.263
-271.4287
2443.0248
0
10' Backfill
EQy 3
Top
0
0
-89.263
-271.4287
1550.3973
0
10' Backfill
EQy 3
Bottom
0
0
-89.263
-271.4287
2443.0248
0
10' Backfill
1111
Top
491.394
65.4
-9
-3500.5995
22799.1092
-806.0779
10' Backfill
1111
Bottom
716.469
1169.4
-9
-54284.5995
33242.5576
4354.8597
10' Backfill
1.4D
Top
687.951
0
0
0
31645.7529
-2403.2089
10' Backfill
1.4D
Bottom
1003.056
0
0
0
46140.5806
-3821.496
10' Backfill
1.2D
Top
589.672
0
0
0
27124.9311
-2059.8933
10' Backfill
1.2D
Bottom
859.762
0
0
0
39549.0691
-3275.568
10' Backfill
1.2D+0.8W
Top
589.672
52.32
-7.2
-2800.4796
27280.9311
-1331.4934
10' Backfill
1.2D+0.8W
Bottom
859.762
436.32
-7.2
-20464.4796
39777.0691
-103.9682
10' Backfill
1.2D+1.3W
Top
589.672
85.02
-11.7
-4550.7794
27378.4311
-876.2435
10' Backfill
1.2D+1.3W
Bottom
859.762
709.02
-11.7
-33254.7794
39919.5691
1878.2816
10' Backfill
Comb1
Top
648.64
0
0
0
29837.4242
-2265.8826
10' Backfill
Comb1
Bottom
945.739
624
0
-28704
43503.976
-483.1248
10' Backfill
1.2D+1.0E (1.1) x Max
Top
648.64
-98.189
0
4516.695
29837.4242
-3971.3197
10' Backfill
1.2D+1.0E (1.1) x Max
Bottom
945.739
-98.189
0
4516.695
43503.976
-6290.4521
10' Backfill
1.2D+1.0E (1.1) x Min
Top
648.64
-98.189
0
4516.695
29837.4242
-3971.3197
10' Backfill
1.2D+1.0E (1.1) x Min
Bottom
945.739
-98.189
0
4516.695
43503.976
-6290.4521
10' Backfill
1.2D+1.0E (1.1) y Max
Top
648.64
0
-98.189
-298.5715
31542.8612
-2265.8826
10' Backfill
1.2D+1.0E (1.1) y Max
Bottom
945.739
0
-98.189
-298.5715
46191.3033
-3603.1248
10' Backfill
1.2D+1.0E (1.1) y Min
Top
648.64
0
-98.189
-298.5715
31542.8612
-2265.8826
10' Backfill
1.2D+1.0E (1.1) y Min
Bottom
945.739
0
-98.189
-298.5715
46191.3033
-3603.1248
10' Backfill
0.9D+1.0E (1.1) y Max
Top
486.48
0
-98.189
-298.5715
24083.5052
-1699.412
10' Backfill
0.9D+1.0E (1.1) y Max
Bottom
709.304
0
-98.189
-298.5715
35315.3093
-2702.3436
10' Backfill
0.9D+1.0E (1.1) y Min
Top
486.48
0
-98.189
-298.5715
24083.5052
-1699.412
10' Backfill
0.9D+1.0E (1.1) y Min
Bottom
709.304
0
-98.189
-298.5715
35315.3093
-2702.3436
10' Backfill
0.9D+1.0E (1.1) x Max
Top
486.48
-98.189
0
4516.695
22378.0681
-3404.849
10' Backfill
0.9D+1.0E (1.1) x Max
Bottom
709.304
-98.189
0
4516.695
32627.982
-5389.6709
10' Backfill
0.9D+1.0E (1.1) x Min
Top
486.48
-98.189
0
4516.695
22378.0681
-3404.849
10' Backfill
0.9D+1.0E (1.1) x Min
Bottom
709.304
-98.189
0
4516.695
32627.982
-5389.6709
10' Backfill
0.9D+1.3W
Top
442.254
86.982
-11.97
-4655.7974
20603.0483
-333.9552
10' Backfill
0.9D+1.3W
Bottom
644.822
725.382
-11.97
-34022.1974
30040.8518
2816.1086
10' Backfill
0.9D-1.3W
Top
442.254
-85.02
11.7
4550.7794
20090.1983
-2728.5698
10' Backfill
0.9D-1.3W
Bottom
644.822
-709.02
11.7
33254.7794
29291.3018
-7610.5257
10' Backfill
0.9D-1.0E (1.1) y Max
Top
486.48
0
98.189
298.5715
20672.6311
-1699.412
10' Backfill
0.9D-1.0E (1.1) y Max
Bottom
709.304
0
98.189
298.5715
29940.6547
-2702.3436
Page 10 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces (continued)
Story
10' Backfill
Load Case/Combo Location
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
0
98.189
298.5715
20672.6311
-1699.412
-2702.3436
0.9D-1.0E (1.1) y Min
Top
486.48
10' Backfill
0.9D-1.0E (1.1) y Min
Bottom
709.304
0
98.189
298.5715
29940.6547
10' Backfill
0.9D-1.0E (1.1) x Max
Top
486.48
98.189
0
-4516.695
22378.0681
6.0251
10' Backfill
0.9D-1.0E (1.1) x Max
Bottom
709.304
98.189
0
-4516.695
32627.982
-15.0163
10' Backfill
0.9D-1.0E (1.1) x Min
Top
486.48
98.189
0
-4516.695
22378.0681
6.0251
10' Backfill
0.9D-1.0E (1.1) x Min
Bottom
709.304
98.189
0
-4516.695
32627.982
-15.0163
NSL
Dead
Top
716.469
0
0
0
32957.5576
-2729.64
NSL
Dead
Bottom
795.245
0
0
0
36581.2645
-3084.2118
NSL
Live
Top
0
0
0
0
0
0
NSL
Live
Bottom
0
0
0
0
0
0
NSL
SD
Top
0
0
0
0
0
0
NSL
SD
Bottom
0
0
0
0
0
0
NSL
Wnd
Top
0
545.4
-9
-25580.5995
285
3964.4997
NSL
Wnd
Bottom
0
545.4
-9
-25580.5995
316.5
5873.3997
NSL
EP
Top
0
624
0
-28704
0
3120
NSL
EP
Bottom
0
1010.4
0
-46478.4
0
5980.2
NSL
EQx 1
Top
0
-92.382
0
4249.5947
0
-2443.0248
NSL
EQx 1
Bottom
0
-92.382
0
4249.5947
0
-2766.3635
NSL
EQx 2
Top
0
-92.382
0
4249.5947
0
-2443.0248
NSL
EQx 2
Bottom
0
-92.382
0
4249.5947
0
-2766.3635
NSL
EQx 3
Top
0
-92.382
0
4249.5947
0
-2443.0248
NSL
EQx 3
Bottom
0
-92.382
0
4249.5947
0
-2766.3635
NSL
EQy 1
Top
0
0
-92.382
-285.4706
2443.0248
0
NSL
EQy 1
Bottom
0
0
-92.382
-285.4706
2766.3635
0
NSL
EQy 2
Top
0
0
-92.382
-285.4706
2443.0248
0
NSL
EQy 2
Bottom
0
0
-92.382
-285.4706
2766.3635
0
NSL
EQy 3
Top
0
0
-92.382
-285.4706
2443.0248
0
NSL
EQy 3
Bottom
0
0
-92.382
-285.4706
2766.3635
0
NSL
1111
Top
716.469
1169.4
-9
-54284.5995
33242.5576
4354.8597
NSL
1111
Bottom
795.245
1555.8
-9
-72058.9995
36897.7645
8769.3879
NSL
1.4D
Top
1003.056
0
0
0
46140.5806
-3821.496
NSL
1.4D
Bottom
1113.343
0
0
0
51213.7703
-4317.8966
NSL
1.2D
Top
859.762
0
0
0
39549.0691
-3275.568
NSL
1.2D
Bottom
954.294
0
0
0
43897.5174
-3701.0542
NSL
1.2D+0.8W
Top
859.762
436.32
-7.2
-20464.4796
39777.0691
-103.9682
NSL
1.2D+0.8W
Bottom
954.294
436.32
-7.2
-20464.4796
44150.7174
997.6656
NSL
1.2D+1.3W
Top
859.762
709.02
-11.7
-33254.7794
39919.5691
1878.2816
NSL
1.2D+1.3W
Bottom
954.294
709.02
-11.7
-33254.7794
44308.9674
3934.3654
NSL
Comb1
Top
945.739
624
0
-28704
43503.976
-483.1248
NSL
Comb1
Bottom
1049.723
1010.4
0
-46478.4
48287.2692
1909.0404
NSL
1.2D+1.0E (1.1) x Max
Top
945.739
NSL
1.2D+1.0E (1.1) x Max
Bottom
NSL
1.2D+1.0E (1.1) x Min
Top
NSL
1.2D+1.0E (1.1) x Min
Bottom
NSL
1.2D+1.0E (1.1) y Max
Top
-101.621
0
4674.5542
43503.976
-6290.4521
1049.723 -101.621
0
4674.5542
48287.2692
-7114.1595
945.739
0
4674.5542
43503.976
-6290.4521
0
4674.5542
48287.2692
-7114.1595
-101.621
-314.0177
46191.3033
-3603.1248
-101.621
1049.723 -101.621
945.739
0
Page 11 of 14
Analysis Results
7/16/2021
Table 2.3 - Story Forces (continued)
Story
Load Case/Combo Location
Bottom
P
kip
VX
kip
VY
kip
T
kip-ft
MX
kip-ft
MY
kip-ft
1049.723
0
-101.621
-314.0177
51330.2691
-4071.1596
NSL
1.2D+1.0E (1.1) y Max
NSL
1.2D+1.0E (1.1) y Min
Top
945.739
0
-101.621
-314.0177
46191.3033
-3603.1248
NSL
1.2D+1.0E (1.1) y Min
Bottom
1049.723
0
-101.621
-314.0177
51330.2691
-4071.1596
NSL
0.9D+1.0E (1.1) y Max
Top
709.304
0
-101.621
-314.0177
35315.3093
-2702.3436
NSL
0.9D+1.0E (1.1) y Max
Bottom
787.292
0
-101.621
-314.0177
39258.4518
-3053.3697
NSL
0.9D+1.0E (1.1) y Min
Top
709.304
0
-101.621
-314.0177
35315.3093
-2702.3436
NSL
0.9D+1.0E (1.1) y Min
Bottom
787.292
0
-101.621
-314.0177
39258.4518
-3053.3697
NSL
0.9D+1.0E (1.1) x Max
Top
709.304
-101.621
0
4674.5542
32627.982
-5389.6709
NSL
0.9D+1.0E (1.1) x Max
Bottom
787.292
-101.621
0
4674.5542
36215.4519
-6096.3696
NSL
0.9D+1.0E (1.1) x Min
Top
709.304
-101.621
0
4674.5542
32627.982
-5389.6709
NSL
0.9D+1.0E (1.1) x Min
Bottom
787.292
-101.621
0
4674.5542
36215.4519
-6096.3696
NSL
0.9D+1.3W
Top
644.822
725.382
-11.97
-34022.1974
30040.8518
2816.1086
NSL
0.9D+1.3W
Bottom
715.72
725.382
-11.97
-34022.1974
33344.0831
5035.831
NSL
0.9D-1.3W
Top
644.822
-709.02
11.7
33254.7794
29291.3018
-7610.5257
NSL
0.9D-1.3W
Bottom
715.72
-709.02
11.7
33254.7794
32511.6881
-10411.2103
NSL
0.9D-1.0E (1.1) y Max
Top
709.304
0
101.621
314.0177
29940.6547
-2702.3436
NSL
0.9D-1.0E (1.1) y Max
Bottom
787.292
0
101.621
314.0177
33172.452
-3053.3697
NSL
0.9D-1.0E (1.1) y Min
Top
709.304
0
101.621
314.0177
29940.6547
-2702.3436
NSL
0.9D-1.0E (1.1) y Min
Bottom
787.292
0
101.621
314.0177
33172.452
-3053.3697
NSL
0.9D-1.0E (1.1) x Max
Top
709.304
101.621
0
-4674.5542
32627.982
-15.0163
NSL
0.9D-1.0E (1.1) x Max
Bottom
787.292
101.621
0
-4674.5542
36215.4519
-10.3698
NSL
0.9D-1.0E (1.1) x Min
Top
709.304
101.621
0
-4674.5542
32627.982
-15.0163
NSL
0.9D-1.0E (1.1) x Min
Bottom
787.292
101.621
0
-4674.5542
36215.4519
-10.3698
Table 2.4 - Story Stiffness
Stiffness
Shear Y
X
kip
kip/ft
Story
Load
Case
Shear X
kip
Drift X
ft
Drift Y
ft
Stiffness Y
kip/ft
Story1
EQx 1
25.614
0.087616
292.348
Top
EQx 1
69.207
0.082563
838.234
0
0.000308
0
0
0.009738
0
10' Backfill
EQx 1
89.263
0.050962
NSL
EQx 1
92.382
0.015635
1751.57
0
0.005024
0
5908.806
0
0.000482
Story1
EQx 2
25.614
0.087616
0
292.348
0
0.000308
Top
EQx 2
69.207
0
0.082563
838.234
0
0.009738
10' Backfill
EQx 2
0
89.263
0.050962
1751.57
0
0.005024
0
NSL
EQx 2
92.382
0.015635
5908.806
0
0.000482
0
Story1
EQx 3
25.614
0.087616
292.348
0
0.000308
0
Top
EQx 3
69.207
0.082563
838.234
0
0.009738
0
10' Backfill
EQx 3
89.263
0.050962
1751.57
0
0.005024
0
NSL
EQx 3
92.382
0.015635
5908.806
0
0.000482
0
Story1
EQy 1
0
0.008654
0
25.614
0.005424
4722.264
Top
EQy 1
0
0.015047
0
69.207
0.009119
7589.662
10' Backfill
EQy 1
0
0.006435
0
89.263
0.004108
21731.139
NSL
EQy 1
0
0.00068
0
92.382
0.000643
143656.323
Story1
EQy 2
0
0.008654
0
25.614
0.005424
4722.264
Top
EQy 2
0
0.015047
0
69.207
0.009119
7589.662
Page 12 of 14
Analysis Results
7/16/2021
Table 2.4 - Story Stiffness (continued)
Stiffness
Shear Y
X
kip
kip/ft
Story
Load
Case
Shear X
kip
Drift X
ft
Drift Y
ft
Stiffness Y
kip/ft
10' Backfill
EQy 2
0
0.006435
0
89.263
0.004108
21731.139
NSL
EQy 2
0
0.00068
0
92.382
0.000643
143656.323
Story1
EQy 3
0
0.008654
0
25.614
0.005424
4722.264
Top
EQy 3
0
0.015047
0
69.207
0.009119
7589.662
10' Backfill
EQy 3
0
0.006435
0
89.263
0.004108
21731.139
NSL
EQy 3
0
0.00068
0
92.382
0.000643
143656.323
2.3 Modal Results
Table 2.5 - Modal Participating Mass Ratios (Part 1 of 2)
Case
Mode
Period
sec
UX
UY
UZ
Sum
UX
Modal
1
1.002
0.4777
3.259E-06
0
0.4777
3.259E-06
0
Modal
2
0.937
0.0001
0.0125
0
0.4779
0.0125
0
Modal
3
0.631
0.0111
0
0
0.4889
0.0125
0
Modal
4
0.567
0
0.008
0
0.4889
0.0204
0
Modal
5
0.231
0
0.3396
0
0.4889
0.36
0
Modal
6
0.188
0.0233
2.59E-06
0
0.5122
0.36
0
Modal
7
0.178
5.198E-07
0.1301
0
0.5122
0.4901
0
Modal
8
0.108
0.0353
0
0
0.5475
0.4901
0
Modal
9
0.101
0
0.0083
0
0.5475
0.4985
0
Modal
10
0.09
0.0698
0
0
0.6173
0.4985
0
Modal
11
0.064
0
0.0019
0
0.6173
0.5004
0
Modal
12
0.037
0.0032
0
0
0.6205
0.5004
0
Sum UY Sum UZ
Table 2.5 - Modal Participating Mass Ratios (Part 2 of 2)
Case
Mode
RX
RY
RZ
Sum RX
Sum
RY
Sum RZ
Modal
1
2.873E-06
0.5202
0.0001
2.873E-06
0.5202
0.0001
Modal
2
0.0106
0.0001
0.4611
0.0106
0.5203
0.4612
Modal
3
0
0.0626
0
0.0106
0.5829
0.4612
Modal
4
0.0003
5.631E-07
0.0205
0.0109
0.5829
0.4817
Modal
5
0.5087
0
0.0557
0.5196
0.5829
0.5374
Modal
6
1.171E-06
0.0189
1.265E-06
0.5196
0.6017
0.5374
Modal
7
0.0634
0
0.0487
0.583
0.6017
0.586
Modal
8
0
0.0286
0
0.583
0.6304
0.586
Modal
9
0.0004
0
0.0399
0.5834
0.6304
0.6259
Modal
10
0
0.0516
0
0.5834
0.682
0.6259
Modal
11
0.0001
0
0.0084
0.5835
0.682
0.6343
Modal
12
0
0.0023
0
0.5835
0.6843
0.6343
Page 13 of 14
Analysis Results
7/16/2021
Table 2.6 - Modal Load Participation Ratios
Static Dynamic
%
%
Case
Item Type
Item
Modal
Acceleration
UX
99.98
62.05
Modal
Acceleration
UY
99.62
50.04
Modal
Acceleration
UZ
0
0
Table 2.7 - Modal Direction Factors
Case
Mode
Period
sec
UX
Modal
1
1.002
Modal
2
0.937
Modal
3
0.631
Modal
4
0.567
Modal
5
Modal
6
Modal
Modal
UY
UZ
1
0
0
0
0
0.037
0
0.963
1
0
0
0
0
0.009
0
0.991
0.231
0
0.408
0
0.592
0.188
0.999
0
0
0
7
0.178
0
0.038
0
0.962
8
0.108
1
0
0
0
Modal
9
0.101
0
0.039
0
0.961
Modal
10
0.09
1
0
0
0
Modal
11
0.064
0
0.04
0
0.96
Modal
12
0.037
1
0
0
0
Page 14 of 14
RZ