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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 />ρ = <br />Full Length of Soft Story Line: ft <br />Unit Shear Force Vo = plf <br />1) LAG /BOLT for DRAG DESIGN(ASD): <br />(N) 4 -3/4 " ᶲ Thru Bolts <br />Capacity is lbs <br />V1= 4542.4x4= Kips Vo = Kips O.K. <br />4542.4 Double Shear <br />18.17 >18.1 <br />Vx/L 246 <br />1.25 <br />1.3 <br />124.25 <br />PROJECT NO.1003 W BISHOP ST <br />DATE:1/17/2024 0:00 <br />1 <br />30.57 43.7 <br />RETROFIT1 Strap Drag DESIGN <br />Page 15 of 35 <br />1003 W Bishop St - <br />1011187895/29/2024