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SHEAR LINE LOAD <br />Story Section Qe (psf)Long. (plf) Tran. (plf) <br />1 A 6.79 113 111 <br />0 <br />Longitudinal <br />Seismic Wind <br />Line Section Tributary <br />Width (ft) <br />Tributary <br />Depth <br />Shear Line <br />Above Offset (ft)Distance to <br />shear wall (ft)Seismic (psf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on Wall <br />(lbs) <br />Total Load <br />(lbs)Wind (plf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on Wall <br />(lbs) <br />Total Load <br />(lbs) <br />L1 A 10.88 35.75 6.79 2641 0 0 2641 113 1227 0 1227 <br />L2 A 10.88 35.75 6.79 2641 0 0 2641 113 1227 0 0 1227 <br />L2 A 12.17 10.42 6.79 862 0 0 862 113 1373 0 0 1373 <br />L3 A 12.17 10.42 6.79 862 0 0 862 113 1373 0 0 1373 <br />Transvers <br />Seismic Wind <br />Line Section Tributary <br />Width (ft) <br />Tributary <br />Depth <br />Shear Line <br />Above Offset (ft)Distance to <br />shear wall (ft)Seismic (psf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on Wall <br />(lbs) <br />Total Load <br />(lbs)Wind (plf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on Wall <br />(lbs) <br />Total Load <br />(lbs) <br />T1 A 12.67 21.75 6.79 1871 0 0 1871 111 1403 0 0 1403 <br />T2 A 12.67 21.75 6.79 1871 0 0 1871 111 1403 0 0 1403 <br />T2 A 5.21 46.08 6.79 1631 0 0 1631 111 577 0 0 577 <br />T3 A 5.21 46.08 6.79 1631 0 0 1631 111 577 0 0 577 <br />Seismic Wind, Long Seismic Wind, Tran <br />Line lbs lbs Line lbs lbs <br />L1 2641 1227 T1 1871 1403 <br />L2 3503 2599 T2 3503 1980 <br />L3 862 1373 T3 1631 577 <br />Wind Load <br />21 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024