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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />SEISMIC LOADS <br />Level 1 <br />Force Profile Location [ft]Mag [lbs,plf,psf] <br />Dir Start End Start End <br /> <br />E-W Line -9.00 -1.50 49.6 49.6 <br />E-W Point -7.50 -7.50 61 61 <br />E-W Line -1.50 0.00 150.0 150.0 <br />E-W Point 0.00 0.00 436 436 <br />E-W Line 0.00 2.00 145.0 147.9 <br />E-W Line 2.00 7.50 147.9 155.7 <br />E-W Line 7.50 10.00 155.7 159.3 <br />E-W Line 10.00 10.50 151.6 152.4 <br />E-W Point 10.50 10.50 177 177 <br />E-W Line 10.50 12.00 152.4 154.5 <br />E-W Line 12.00 12.25 154.5 154.9 <br />E-W Line 12.25 14.00 154.9 152.4 <br />E-W Point 14.00 14.00 181 181 <br />E-W Line 14.00 17.50 160.0 155.0 <br />E-W Line 17.50 24.00 155.0 145.7 <br />E-W Line 24.00 24.50 138.0 137.3 <br />E-W Point 24.50 24.50 436 436 <br />E-W Line 24.50 26.00 144.2 144.2 <br />E-W Line 26.00 31.00 43.8 43.8 <br />E-W Point 29.50 29.50 46 46 <br /> <br />N-S Line -1.50 0.00 63.5 63.5 <br />N-S Point 0.00 0.00 371 371 <br />N-S Line 0.00 0.50 92.7 92.7 <br />N-S Line 0.50 3.00 100.4 100.4 <br />N-S Line 3.00 10.00 100.4 100.4 <br />N-S Point 7.00 7.00 27 27 <br />N-S Line 10.00 10.50 100.4 100.4 <br />N-S Point 10.50 10.50 188 188 <br />N-S Line 10.50 11.00 100.4 100.4 <br />N-S Line 11.00 14.00 100.4 100.4 <br />N-S Point 13.50 13.50 77 77 <br />N-S Line 14.00 20.50 100.4 100.4 <br />N-S Point 16.50 16.50 81 81 <br />N-S Line 20.50 22.00 121.2 121.2 <br />N-S Point 22.00 22.00 77 77 <br />N-S Line 22.00 23.00 121.2 121.9 <br />N-S Line 23.00 23.50 136.9 137.2 <br />N-S Point 23.50 23.50 81 81 <br />N-S Line 23.50 24.50 121.8 122.6 <br />N-S Line 24.50 27.00 122.6 126.1 <br />N-S Line 27.00 29.00 126.1 129.0 <br />N-S Line 29.00 31.25 129.0 132.2 <br />N-S Line 31.25 32.50 132.2 132.2 <br />N-S Line 32.50 37.00 132.2 125.8 <br />N-S Line 37.00 40.50 125.8 120.8 <br />N-S Point 40.50 40.50 371 371 <br />N-S Line 40.50 42.00 99.2 99.2 <br /> <br />Legend: <br />Loads in table can be accumulation of loads from several building masses, so they do not correspond with a particular building element. <br />Location - Start and end of load in direction perpendicular to seismic force direction <br />Notes: <br />All loads entered by the user or generated by program are specified (unfactored) loads.The program applies a load factor of 0.70 and redundancy <br />factor to seismic loads before distributing them to the shearlines. <br />8 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025