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Project Number: 224730-1 <br />Project Location: Santa Ana, CA 92704 <br />AMERICANA OUTDOORS <br />STRUCTURAL CALCULATIONS <br />Page 14 of 25 <br />6/10/2025 <br />PURLIN CONNECTION <br /> GEOMETRY AND PROPERTIESTube Height: ht = 6 inTube Width: bt = 3 inTube Thickness: tt = 0.1875 inTube Ultimate Strength: Fut = 58 ksiTube Yield Strength: Fyt = 46 ksiStem Plate Width: bs = 3.5 inStem Plate Height: hs = 3.5 inNumber of Bolts: Nb = 2Bolt Spacing: Cs = 1.75 inMin. Edge Dist. X-axis: dex = 1.5 inMin. Edge Dist. Y-axis: dey = 0.875 inHole Width: Dhx = 0.625 inHole Height: Dhy = 0.625 inPlate Ultimate Strength: Fup = 58 ksiPlate Yield Strength: Fyp = 36 ksi <br /> CHECK GOEMETRY RESTRICTIONSMinimum Bolt Spacing:PASS AISC 360, J3.3Minimum Edge Distance:PASS AISC 360, J3.4Maximum Bolt Spacing:PASS AISC 360, J3.5aMaximum Edge Distance:PASS AISC 360, J3.5 <br /> CONNECTION LOADS Tension:T = 0.037 kipCompression:C = 0.14 kipShear Y-Axis: Vy = 2.027 kipShear Z-Axis: Vz = 0.156 kipMax. Bolt Tension: Tb = 0.078 kipMax. Bolt Shear: Vb = 1.016 kip <br /> CHECK CONNECTION BOLTS Use ASTM F3125 grade A325 structural bolts.Nominal Tensile Strength: Fnt = 90 ksi AISC 360, Table J3.2Nominal Shear Strength: Fnv = 54 ksiSafety Factor: Ωb = 2 AISC 360, J3.6Bolt Diameter: db = 0.5 inBolt Area: Ab = 0.196 in2Allowable Tensile Strength: Rnt = 8.82 kip AISC 360, Eqn. J3-1 Fnt Ab / ΩbAllowable Shear Strength: Rnv = 10.584 kip Bolts in double shear.2 Fnv Ab / ΩbCheck:PASS 9.6%capacity <br />Page 16 of 111