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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 Soft Story Line: ft <br />Unit Shear Force Vo = plf <br />1) LAG /BOLT for DRAG DESIGN(ASD): <br />Use SDS25412 @ 8 " O.C. <br />Capacity is lbs <br />V1= 672x(12/8)=plf Vo = plf O.K. <br />2) DRAG MEMBER DESIGN(LRFD): <br />Use Steel Plate as Drag Member <br />Fy= 36 ksi Fu= 58 ksi Ag =in2 <br />Ae= 0.8 An = 0.8(Ag-dbt) = 0.75 in2 <br />0.9A g F y =0.9x1x36= kips 0.75A e F u =0.75x0.75x58= kips <br />P n = min(0.9A g F y , 0.75A e F u ) =kips <br />QE = V =kips O.K. <br />Therefore: <br />Use 4x1/4 Steel Plate as Drag Member <br />w/ SDS25412 @ 8 " O.C.1/4 <br />RETROFIT1 Strap Drag DESIGN <br />32.4 32.6 <br />32.4 <br />18.14 <32.4 <br />1008.00 >246 <br />4x1/4 <br />1 <br />1.25 <br />124 <br />Vx/L 246 <br />1/4 <br />672 <br />PROJECT NO.1003 W BISHOP ST <br />DATE:1/17/2024 0:00 <br />1 <br />30.57 43.7 <br /> <br />Page 14 of 35 <br />1003 W Bishop St - <br />1011187895/29/2024