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SHEAR LINE LOAD <br />Story Section Qe (psf)Long. (plf) Tran. (plf) <br />1 A 5.71 101 107 <br />1 B 2.60 101 107 <br />Longitudinal <br />Seismic Wind <br />Line Section Tributary <br />Width (ft) <br />Tributary <br />Depth <br />Shear Line <br />Above Offset (ft) <br />Distance to <br />shear wall <br />(ft) <br />Seismic (psf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on <br />Wall (lbs) <br />Total Load <br />(lbs)Wind (plf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on <br />Wall (lbs) <br />Total Load <br />(lbs) <br />1 A 5.250 15.00 5.71 450 0 0 450 101 532 0 0 532 <br />2 A 5.250 15.00 5.71 450 0 0 450 101 532 0 0 532 <br />2 A 13.000 22.75 5.71 1689 0 0 1689 101 1316 0 0 1316 <br />2 B 2.720 7.75 2.60 55 0 0 55 101 275 0 0 275 <br />1' B 2.720 7.75 2.60 55 0 0 55 101 275 0 0 275 <br />3 A 13.000 22.75 5.71 1689 0 0 1689 101 1316 0 0 1316 <br />Transverse <br />Seismic Wind <br />Line Section Tributary <br />Width (ft) <br />Tributary <br />Depth <br />Shear Line <br />Above Offset (ft) <br />Distance to <br />shear wall <br />(ft) <br />Seismic (psf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on <br />Wall (lbs) <br />Total Load <br />(lbs)Wind (plf)Diaphragm <br />Load (lbs) <br />Load from <br />Above (ft) <br />Load on <br />Wall (lbs) <br />Total Load <br />(lbs) <br />A A 7.5 10.50 5.71 450 0 0 450 107 801 0 0 801 <br />A A 11.375 26.00 5.71 1689 0 0 1689 107 1214 0 0 1214 <br />B A 7.5 10.50 5.71 450 0 0 450 107 801 0 0 801 <br />C A 11.375 26.00 5.71 1689 0 0 1689 107 1214 0 0 1214 <br />B B 3.8 5.58 2.60 55 0 0 55 107 406 0 0 406 <br />C B 3.8 5.58 2.60 55 0 0 55 107 406 0 0 406 <br />0.00 0 0 0 0 0 0 0 0 0 <br />0.00 0 0 0 <br />Seismic Wind, Long Seismic Wind, Tran <br />Line lbs lbs Line lbs lbs <br />1 450 532 A 2139 2015 <br />2 2194 2123 B 505 1206 <br />3 1689 1316 C 1744 1620 <br />1' 55 275 <br />Wind Load <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024