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Project Number: 224730-1 <br />Project Location: Santa Ana, CA 92704 <br />AMERICANA OUTDOORS <br />STRUCTURAL CALCULATIONS <br />Page 15 of 25 <br />6/10/2025 <br /> Check combined tension and shear per AISC 360 section J3.7Required Shear Strength: frv = 5.2 ksi Vb / AbModified Nominal Tension: F'nt = 90 ksi AISC 360, Eqn. J3-3b 1.3 Fnt - (Ωb Fnt / Fnv) frv ≤ FntAllowable Tensile Strength: R'nt = 8.82 kip F'nt Ab / ΩbRequired Tensile Strength: frt = 0.4 ksi Tb / AbModified Nominal Shear: F'nv = 54 ksi AISC 360, Eqn. J3-3b 1.3 Fnv - (Ωb Fnv / Fnt) frt ≤ FnvAllowable Shear Strength: R'nv = 5.29 kip F'nv Ab / ΩbCheck:PASS 19.2%capacity <br /> STEM PLATE AXIAL YIELDSafety Factor: Ω1 = 1.67Required Yield Strength: Rn1 = 0.2338 kip T Ω1Required Plate Thickness: t1 = 0.002 in AISC 360, Eqn. J4-1 Rn1 / Fyp hs <br /> STEM PLATE TENSION RUPTURESafety Factor: Ω2 = 2Required Rupture Strength: Rn2 = 0.28 kip T Ω2Required Effective Area: Ae = 0.005 in2 AISC 360, Eqn. J4-2 Rn2 / FupReqd. Thickness, Gross Area: t2g = 0.002 in Ae / 0.85 hsReqd. Thickness, Net Area: t2n = 0.003 in Ae / (hs - Nb Dhy) <br /> STEM PLATE SHEAR YIELDSafety Factor: Ω3 = 1.5Required Yield Strength: Rn3 = 3.0405 kip V Ω3Required Plate Thickness: t3 = 0.041 in AISC 360, Eqn. J4-3 Rn3 / 0.6 Fyp bs <br /> STEM PLATE SHEAR RUPTURESafety Factor: Ω4 = 2Required Rupture Strength: Rn4 = 4.054 kip V Ω4Required Plate Thickness: t4 = 0.052 in AISC 360, Eqn. J4-4 Rn4 / 0.6 Fup (bs - Nb Dhx) <br /> STEM PLATE BLOCK SHEARSafety Factor: Ω5 = 2Required Shear Strength: Rn5 = 2.032 kip Vb Ω5Uniform Stress Factor: Ubs = 1Reqd. Thickness, Gross Area: t5g = 0.028 in AISC 360, Eqn. J4-5 Rn5 / (0.6 Fup Anv +Ubs Fup Ant)Reqd. Thickness, Net Area: t5n = 0.032 in AISC 360, Eqn. J4-5 Rn5 / (0.6 Fyp Agv +Ubs Fup Ant) <br /> STEM PLATE MOMENTMoment on Plate: M6 = 0.508 k-in Vb L / 4Safety Factor: Ω6 = 1.67Required Section: Zreq = 0.024 in3 M6 Ω6 / FypSection Width: b = 3.5 in bsRequired Thickness:t6 = 0.166 in √(4 Zreq / b)Stem Plate Critical Limit State:Bending Due to Prying Therefore use 3/16'' thick plate min. <br />Page 17 of 111