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SHEAR WALL OPENING <br />JOB NUMBER :24162 <br />PLAN:1 <br />Panel A&B Line C X Dir. <br />Wind = 443 LB <br />Seismic = 326 LB <br />Design Analysis <br />Total Panel Length =4.5 ft <br />Design wall shears =98 plf (At blocked Opening) <br />Use ( 2 A35) or (1 LS50) Along Line Shear Panel or for Framing Clips Spacing See S.W. Schedule <br />Panel deflection :0.66 "< 2.16 " <br />USE TYPE 2 ok <br />Design Report : <br />Overturn Analysis Uplift (T)Down(C) <br />Panel A :b = 2.25 ft h = 4 ft b net =2.25 <br />Left Side T =365 LB C = 441 LB 2X4 ok <br />Right Side T =0 LB C = 0 LB <br />USE HDU2/2X4 @ Left <br />Panel B :b = 2.25 ft h = 4 ft b net =2.25 <br />Left Side T =0 LB C = 0 LB <br />Right Side T =365 LB C = 441 LB 2X4 ok <br />USE HDU2/2X4 @ Right <br />NO UPLIFT <br />NO UPLIFT <br />HDU2 <br />HDU2 <br />M = (4.0X1.0) X s X 1.4 = <br />0 11.502.25 9.25 <br />7 <br />3 <br />9 <br />Page 30