Laserfiche WebLink
Line X1: <br />LT s <br />T.A.=400 (sq ft)H=9 (ft) <br />V =2399 (lbs)2nd <br />ν =310 (lb/ft)RM =Considered 0 Conservative Design <br />Net Uplift =2786 (lbs) <br />Use Shear Wall Type 2 <br />Use Simpson HDU4-SDS2.5 <br />Line X2: <br />T.A.=400 (sq ft)H=9 (ft) <br />V =2399 (lbs)2nd <br />ν =310 (lb/ft)RM =Considered 0 Conservative Design <br />Net Uplift =2786 (lbs) <br />Use Shear Wall Type 2 <br />Use Simpson HDU4-SDS2.5 <br />Line Y1: <br />T s <br />T.A.=400 (sq ft)H=14 (ft) <br />V =2399 (lbs)OM =4199 (lbs) OM = v * H <br />ν =300 (lb/ft)v = V/L RM =Considered 0 Conservative Design <br />Net Uplift =4199 (lbs) <br />2 <br />Line Y2: <br />T.A.=400 (sq ft)H=14 (ft) <br />V =2399 (lbs)OM =2799 (lbs) OM = v * H <br />ν =200 (lb/ft)v = V/L RM =Considered 0 Conservative Design <br />Net Uplift =2799 (lbs) <br />1 <br />Roof Lateral Analysis: (1st Floor Walls) <br />r