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(N) Curb Adapter to (E) Curb <br />Short Side Long Side <br />Anchors Per Side 6 6 <br />Vtotal-1 1987 1987 lbs Shear from Fp (Horizontal) <br />Vanchor-1 166 166 lbs V/No. of Anchors in Shear <br />Vtotal-2 2445 3392 lbs Shear from OverTurning (Vert.) <br />Vanchor-2 407 565 lbs V/No. of Anchors in Shear <br />Total No. of Anchors 24 <br />Anchor to Be Used: <br />Simpson Strong Tie Strong-Drive Self-Drilling x Metal Screw #10-16 x 3/4 <br />Curb is assumed 18 ga. <br />Shear (Z) =365 lbs Simpson Table <br />CD =1.6 NDS Table 2.3.2 <br />CM =1.0 NDS Table 11.3.3 <br />Ct =1.0 NDS Table 11.3.4 <br />Cg =1.0 NDS 11.3-1 <br />CΔ = 1.0 NDS Table 12.5.1A <br />Ceg =1.0 <br />Cdi =1.0 <br />Ctn =1.0 <br />Z' = 584 lbs NDS Table 11.3.1 <br />Short Side Long Side <br />Max Shear Demand From Vertical= 407 lbs 565 lbs <br />Max Shear Demand From Horizontal= 166 lbs 166 lbs <br />Shear DCR =0.70 OKAY 0.97 OKAY <br />Page 29 of 43 <br />1327 S Grand Ave <br />12/12/2024