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Line A: <br />LT s <br />T.A.=250 (sq ft)H=12 (ft) <br />V =1350 (lbs)OM =831 (lbs) OM = v * H <br />ν =69 (lb/ft)v = V/L RM =3276 (lbs) RM = 14*Ls <br />Net Uplift =-2445 (lbs) <br />1 <br />Line B: <br />T.A.=250 (sq ft)H=12 (ft) <br />V =1350 (lbs)OM =1799 (lbs) OM = v * H <br />ν =150 (lb/ft)v = V/L RM =1512 (lbs) RM = 14*Ls <br />Net Uplift =287 (lbs) <br />1 <br />Line 1: <br />T.A.=250 (sq ft)H=8 (ft) <br />V =1350 (lbs)2nd <br />ν =491 (lb/ft)RM =336 <br />Net Uplift =3590 (lbs) <br />Use Shear Wall Type 3 Use Simpson MST 60 <br />Use Simpson HDU5-SDS2.5 <br />Line 2: <br />T s <br />T.A.=250 (sq ft)H=8 (ft) <br />V =1350 (lbs) <br />ν =400 (lb/ft)RM =392 <br />Net Uplift =2807 (lbs) <br />Use Shear Wall Type 3 Use Simpson MST 48 or MST C48B3 <br />Use Simpson HDU4-SDS2.5 <br />Roof Lateral Analysis: (1st Floor Walls) <br />ENGINEERING 818 747 7269 | shant.sps@gmail.com <br />1806 W 15th St & <br />Unit #25/1/2025