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H h1 <br /> w t • • w? -- w3 - <br /> Inputs: Wla ROOF <br /> Total Load to Shearwail= 534 lbs <br /> Consroliing Load Case = Seismic <br /> H= 10.50 ft <br /> h1 = 4.00ft <br /> gull He'ght Sheathing- 66.67% <br /> C. = 0.85 NDS T ::l* a 3.3.5 <br /> Wall Pier Inputs <br /> Aspect Ratio <br /> w 1 = 3.00 ft 3.50: 1 Pier 1 <br /> w2= 3.00ft <br /> w3= 3.00 ft 3.50: I Pier 2 <br /> TOTAL= 9.00 ft <br /> Results <br /> Wall Pier Aspect Ratio 1Q Rea'd Shear Strength <br /> Pier 1 0.57 0.85 183 pit <br /> Pier 2 0.571428571 0.85 183 ptf <br /> Results - Overturning <br /> Uniform DL- 518 pif <br /> Overturning Moment Above= 0 lbs-ft <br /> Total Overturning Moment= 5605 lbs-ft <br /> Resisting Moment Above = 0 lb-ft <br /> Total Resisting Moment (0.6D) - 12575 ibs-ft <br /> Tension = 774 lbs Not Req <br /> Use Type A Shear Wall allowable Shear = 230 pif <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: 19 <br />