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Line X1: <br />LT=8 (ft)Ls=4 (ft) <br />T.A.=N/A (sq ft)H=9 (ft) <br />V =2176 (lbs)2nd <br />ν =272 (lb/ft)RM =Considered 0 Conservative Design <br />Net Uplift =2448 (lbs) <br />Use Shear Wall Type 2 Use Simpson MST 48 or MST C48B3 <br />Use Simpson HDU4-SDS2.5 <br />Line X2: <br />T.A.=N/A (sq ft)H=9 (ft) <br />V =2176 (lbs) <br />ν =272 (lb/ft)RM =Considered 0 Conservative Design <br />Net Uplift =2448 (lbs) <br />Use Shear Wall Type 2 Use Simpson MST 48 or MST C48B3 <br />Use Simpson HDU4-SDS2.5 <br />Line Y1: <br />T s <br />T.A.=N/A (sq ft)H=15 (ft) <br />V =2176 (lbs)OM =4080 (lbs) OM = v * H <br />ν =272 (lb/ft)v = V/L RM =Considered 0 Conservative Design <br />Net Uplift =4080 (lbs) <br />2 <br />T.A.=N/A (sq ft)H=15 (ft) <br />V =2176 (lbs)OM =2720 (lbs) OM = v * H <br />ν =181 (lb/ft)v = V/L RM =Considered 0 Conservative Design <br />Net Uplift =2720 (lbs) <br />1 <br />V = T.A x V <br />Roof Wind Analysis: (1st Floor Walls) <br />Use Shear Wall Type <br />Line Y2: <br />Use Simpson MST 60 <br />V = T.A x Vr