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E/W SHEAR WALL LINE ANALYSIS <br />Building Total Seismic Forces <br />Where: <br />R ρ = <br />G SDS = <br />Total: <br />Seismic Forces per wall line <br />Note: Forces distributed based on Tributary Areas (Flexible Diaphragm, zero torsion) <br />Total: <br />Area Check: OK100% <br />0 <br />0 <br />0 <br />0 <br />0 <br />00 <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 0 <br />0 <br />3485 <br />1711 5396 <br />Line Trib <br />Area <br />Force to Line - <br />From Level <br />By: <br />3488 11000 3.15 <br />Le <br />v <br />e <br />l <br />A <br />Distance 1 <br />Page: <br />1.000% <br />Shear Wall <br />Line <br />ρFx v <br />ft2 lbs lb/ft2 <br /> No: <br />Level: R Transfer Shear Wall <br />11000 <br />23005.10 <br />1.03 <br />Design <br />Proceedure <br />Distance 2 Line 2 <br />Belowft2lbs <br />ASD <br />lbs <br />CHP/JS <br />Date:5/7/24 <br />Error <br />% <br />1889 <br />0 <br />ft ft <br />Total <br />Force to <br />Line <br />0 <br />0 <br />0 <br />0% <br />10991 10991 <br />0 <br />0 <br />00 <br />0 <br />0 <br />3706 <br />5396 <br />Line Below Line 1 <br />Below <br />Cypress Fire Station <br />2 <br />Project: <br />1 1175 3706 1 <br />3 599 1889 <br />2 <br />0 <br />0 <br />3 <br />0 <br />0 <br />0 <br />84