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H hi <br /> wt - w2 -- w3 • <br /> Inputs: W4b ROOF <br /> total Load to Shearwail = I I los <br /> Controlling Load Case Wind <br /> H= 10.50f' <br /> n1 4.00 ft <br /> Full Height Sheathing= 86.96% <br /> C,.= 0.90 NDS Tab e 4.3.3.5 <br /> Wall Pier Inputs <br /> Asr ec:t Ratio <br /> w 1 = 6.00 ft 1 80• 1 Pier 1 <br /> w2= 1.50ft <br /> w3= 4.00 ft 2.60: Pier 2 <br /> TOTAL = 1'..50 It <br /> Results <br /> Wal Pier Asbect Ra'io IQ Read Shear Strength <br /> Pier I N/A 0.90 179 pH <br /> Pier? N/A 0.90 179 pH <br /> Results - Overturning <br /> Uniform DI - 218 pit <br /> Overturning Moment Above = 0 Ibs-ft <br /> Total Overturning Moment = 16917 lbs-ft <br /> Resisting Moment Above - 0 lb-ft <br /> Total Resisting Moment (0.6D) - 8629 Ibs-ft <br /> Tension= 721 lbs HDU2 (2215 tbs) <br /> Use Type A Shear Wall allowable Shear = ' 230 pit <br /> Job Number: 2022022 Engineer: Frankie Tsui <br /> Job Name: Wyatt Project Date: 8/28/2022 <br /> Location: 2405 State St Everett,WA 98201 Page: 23 <br />