Laserfiche WebLink
v <br /> • <br /> H hl h2 <br /> w' v2 w3 w4 w5--i <br /> Inputs: W3 Roof <br /> Load to Shear L r c = 3061 lbs <br /> Controlling Load Case= Wind <br /> H= 0.501i <br /> hl = 4.00 ft <br /> h2= 4.00ft <br /> Max Opening Height= 4.00 ft <br /> Full Heigh,Sheathing= 75.00% <br /> C,= 0.90 NDS Table 4.3.3.5 <br /> Wall Pier Inputs <br /> Asoec' Ratio <br /> w l = 6.00 ft 1.80: 1 Pier I <br /> w2 3.00 ft <br /> w3- 6.00 ft 1.80: 1 Pier 2 <br /> w4= 3.0011 <br /> w5= 6.00 ft 1.80: 1 Pier 3 <br /> To-At 24.00 ft <br /> Results <br /> Wall Pier Asnect Rollo C.2 Read Shear Strength <br /> Pier 1 N/A 0.90 189 plf <br /> Pier 2 N/A 0.90 189 plt <br /> Pier 3 N/A 0.90 189 pit <br /> Results - Overturning <br /> Uniform Dl= 218 pN <br /> Overturning Moment= 32143 Ibs•ft <br /> Resisting Moment (0.6D) = 37584 las-ft <br /> Tension= -227 lbs No HD Read <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: 22 <br />