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Project Number: 224730-2 <br />Project Location: Santa Ana, CA 92704 <br />AMERICANA OUTDOORS <br />STRUCTURAL CALCULATIONS <br />Page 13 of 25 <br />6/10/2025 <br />EDGE BEAM TO RAFTER CONNECTION <br /> CONNECTION FORCESMax. Shear at Connection: Vmax = 1.474 kip (from RISA results)Shear Used in Calculation: Vu = 1550 # (engineer's discretion) <br /> CONNECTION BOLTSUse ASTM F3125 grade A325 structural bolts.Nominal Bolt Diameter: Db = 0.5 inNominal Bolt Area: Ab = 0.196 in2Nominal Shear Strength:Fnv = 54 ksiAllowable Shear Stress:Vab = 5.292 kip 0.5 Fnv AbMax. Bolt Shear:VBmax = 0.775 kip Vu ÷ (2 bolts )Check Shear:PASS 14.6%capacity 0.775 kip < 5.292 kip <br /> WELDS Weld Depth:dw = 8 inEffective Weld Length:lw = 16 in 2 dwWelding Electrode:FEXX = 70 ksiAllowable Electrode Strength:Fw = 42 ksi 0.60 FEXXTrial Weld Size:tw = 2/16 inWeld Area: Aw = 1.414 in2 lw (tws ÷ √2)Safety Factor:Ωw = 2Allowable Weld Stress:Raw = 29.7 kip (Fw Aw) ÷ ΩwCheck:PASS 5.2%capacity 29.7 kip > 1.55 kip <br />Page 69 of 111