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H h1 <br /> w1 w2 -- w3 <br /> Inputs: W2 ROOF <br /> Total Load to Shearw:: - 2002 Ibs <br /> Controlling Load Case - Seismic <br /> H= 10.50 ft <br /> hl - 6.00 ft <br /> Full Height Sheathing= 76.19% <br /> C„= 0.77 NDS Table 4.3.3.5 <br /> Wall Pier Inputs <br /> Ascect Ratio <br /> w 1 - 10.00 ft 1.10: 1 Pier 1 <br /> w2= 5.00 ft <br /> w3= 6.00 ft 1.80: I Pier 2 <br /> TOTAL- 21.00 ft <br /> Results <br /> Wall Pier Asaect Ratio 10 Read Shear Strength <br /> Pier 1 1.00 0.77 162 pit <br /> Pier 2 1 3.77 162 plf <br /> Results - Overturning <br /> Uniform DL- 218 pif <br /> Overturning Moment Above- 0 Ibs-ft <br /> Total Overturning Moment= 21019 1os-ft <br /> Resisting Moment Above- 0 lb-ft <br /> Total Resisting Moment {0.6D) - 28775 lbs-ft <br /> Tension= 369 lbs Not Reg <br /> Use Type A Shear Wall allowable Shear = 230 plf <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: 21 <br />