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Project Number: 224730-1 <br />Project Location: Santa Ana, CA 92704 <br />AMERICANA OUTDOORS <br />STRUCTURAL CALCULATIONS <br />Page 25 of 25 <br />6/10/2025 <br /> CONCRETE PRYOUT STRENGTH IN SHEARPryout Strength Coefficient: kcp = 2.0 ACI 318, 17.5.3.1Basic Pryout Strength: Ncp = 47.484 kipBasic Pryout Strength:Ncpg = 47.484 kipSingle Anchor Pryout Strength: Vcp = 94.968 kip ACI 318, Eqn. 17.5.3.1a kcp NcpAnchor Group Pryout Strength:Vcpg = 94.968 kip ACI 318, Eqn. 17.5.3.1b kcp Ncpg <br /> INTERACTION OF TENSILE AND SHEAR FORCESFactored Tensile Force: Nua = 2.836 kipFactored Shear Force: Vua = 2.141 kipStrength in Tension: Nn = 25.636 kipStrength in Shear: Vn = 15.703 kipStrength Reduction Factor:ϕ = 0.6Unity Check:0.41 PASS ACI 318, Eqn. 17.6.3 (Nua/ϕNn) + (Vua/ϕVn) ≤ 1.2 <br />Page 27 of 111