Laserfiche WebLink
H hi <br /> • <br /> w1 -- w2 -- w3 • <br /> inputs: Wib ROOF <br /> Total Load to Shcarwall= 1468 bs <br /> Controlling Load Case- Seism:c <br /> H- 10.50`t <br /> r,l 6.50ft <br /> Full Height Sheathing= 83.78% <br /> C,_ 0.92 NDS Table 4.3.3.5 <br /> Wall Pier Inputs <br /> Aspect Ratio <br /> w 1 = 10.00 ft 1.10: 1 Pier l <br /> w2= 3.00 ft <br /> w3= 5.50 ft 1.90: I Pier 2 <br /> TOTAL- 18.50 1t <br /> Results <br /> Will Pier Asoect Ratio Bead Shear Sfrenafh <br /> Per 1 1.00 0.92 103 plf <br /> P et 2 I 0.92 103 plf <br /> Results - Overturning <br /> Uni`0rm DI 518 pit <br /> Overturning Moment Above= 0 lbs-ft <br /> Total Overturning Moment= 15414 tbs-ft <br /> Resisting Moment Above- 0 lb-ft <br /> Total Resisting Moment (0.6D)= 53134 lbs ft <br /> Tension= 2D39 bs Not Red <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: 20 <br />