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CANTILEVER COLUMN- <br />From Lateral Analysis can get total Shear Force Vx=kips (ASD) kips (LRFD) <br />Ω=Special Cantilever Steel Column <br />Full Length of Parking area Line: ft <br />Unit Shear Force Vo = plf <br />1) Above Wall to Existing Joist Connection(ASD): <br /> Connection Cases: 1.solid members, 2. for connection to sheathing <br />Use @ in O.C. <br />Where Capacity = 595 lbs <br />V1= 595 x (12 / 8) = plf Vo = plf O.K. <br />2) FL Sheathing Connection to Existing Beam(ASD): <br /> Connection Cases: 1.solid members, 2. for connection to sheathing <br />Use @ in O.C. <br />Where Capacity = 320 lbs <br />V1= 320 x (12 / 8) = plf Vo = plf O.K. <br />RETROFIT1 Shear Transfer DESIGN <br />480 >246 <br />893 >246 <br />Simpson A35 Case 2 8 <br />1.25 <br />Simpson A35 Case 1 8 <br />Vx/L = 246.00 <br />124.25 <br />PROJECT NO.1003 W BISHOP ST <br />DATE:1/17/2024 0:00 <br />1 <br />Global 30.57 43.7 <br /> <br />Page 12 of 35 <br />1003 W Bishop St - <br />1011187895/29/2024