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Custom Design 4 <br /> 2602 Cleveland Ave <br /> • Structural Calculations <br /> Check Chord Forces at east wall, 1st floor. <br /> -Note:Sabco Calculations used 10 ft wall height in calculations.Actual wall height is 8 ft <br /> Mot:= 2.12.8 = 16.96 Overturning at Y7 tper Sabco 1/23/2018)ft-kips <br /> _ Fwoh.8 <br /> Moh: 1000 — 4.9 Additional overturning due to overhang(ft kips) <br /> Mr:= 0.924 Resisting moment(per Sabco)ft kips <br /> arm:= 4 Width of shear panel(ft) <br /> Mot+ Moh— Mr <br /> T = 5.24 Max tension at shear wall panel(kips) <br /> arm <br /> Sabco called for Simpson HD7B,OK for 5,650 lbs tension>5,240 lbs. <br /> Therefore original design is adequate for revised east wall configuration <br /> • <br /> By:J. Conner, PE, SE <br /> Cleveland Ave Structural <br /> Calcs.xmcd <br /> 11/11/2019 <br />