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
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