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(E) Curb to (N) Steel Angle <br />Short Side Long Side <br />Anchors Per Side 5 7 <br />Vtotal-1 2271 2271 lbs Shear from Fp (Horizontal) <br />Vanchor-1 227 162 lbs V/No. of Anchors in Shear <br />Vtotal-2 2861 3987 lbs Shear from OverTurning (Vert.) <br />Vanchor-2 572 570 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= 572 lbs 570 lbs <br />Max Shear Demand From Horizontal= 227 lbs 162 lbs <br />Shear DCR =0.98 OKAY 0.98 OKAY <br />LRFD LOAD CHECK ON ANGLE <br />Edge Breakout Check (Angle) <br />Anchor Diameter =0.25 in <br />MIN Edge Dis =0.75 in AISC 15 Table J3.4 <br />ɸ =0.75 <br />L3x3x1/4x3" <br />Flange Thick, tf =0.25 in <br />Flange Width, bf =3 in <br />Fu =58 ksi *A36 Steel <br />lc =1.5 in <br />Bearing <br />Rn =8.7 kip AISC 15 Eq J3-6a <br />ɸRn =6.5 kip <br />Tearout <br />Rn =26.1 kip AISC 15 Eq J3-6c <br />ɸRn =19.6 kip <br />Bearing DCR =0.10 OKAY <br />Tearout DCR =0.02 OKAY <br />Page 28 of 43 <br />1327 S Grand Ave <br />12/12/2024