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Wind Shear Distributed Loads on Critical Panel <br /> Maximum +Wind Shear = 9.0 Ibs/in <br /> Maximum-Wind Shear = -8.1 Ibs/in <br /> Total Wind Shear on Critical Panel <br /> Total Panel Design Shear (V.) = 868.1 Ibs <br /> Critical Panel Roof Load(Roof to Walll <br /> Axial Roof Load (W,) = 423.8 Ibs <br /> Stress Forces(Bending) <br /> Maximum +WindMoment = 4,166.7 lb-in <br /> Maximum-Wind Moment = -3,749.2 lb-in <br /> Axial Roof Stress (a',) = 167.1 psi (Contributes to both+and-wind stresses) <br /> Stress-Compression (aW�) = 1,290.7 psi <br /> Stress-Tension (cym) = 1,123.6 psi <br /> Design Stress-Compression (6,j = 1,290.7 psi <br /> Design Stress-Tension (cym) = 1,123.6 psi <br /> Mountinq Hardware-Wall Panel to Wall Panel <br /> To be conservative,the'wall to roof and'wall to floor'connections are negleted. <br /> Bolts Along Length- 1 Side = 9 3/8"- 16 Bolts -Grade 5/Zinc <br /> Total Mounting Screws = 18 3/8"- 16 Bolts -Grade 5/Zinc <br /> Wall Panel Desiqn Calculations <br /> Mountinq Hardware-Shear and Tension <br /> Grade 5 Ultimate Strength = 120,000 psi <br /> Grade 5 Shear Strength = 24,000 psi (Includes Reduction Factor) <br /> Grade 5 Tensile Strength = 45,600 psi (Includes Reduction Factor) <br /> 3/8" Bolt Effective Area = 0.0704 in <br /> Shear Strength per Bolt = 1,690 Ibs <br /> Tensile Strength per Bolt = 3,210 Ibs <br /> Total Bolts Shear Strength (R„b) = 30,414 Ibs <br /> Total Bolts Tensile Strength (Rtb) = 57,787 Ibs <br /> Allowable Stresses For Tension And Compression(Bending) <br /> Tension <br /> Allowable Tensile Stress (Ft) = 13,939 psi <br /> Compression <br /> Slenderness Limit 1 (S 26 10/2/2018 <br /> Slenderness Limit 2 (S 2) = 134.5 <br /> Slenderness Ratio (S) = 58.2 <br /> Matthew T. Baldwin, P.E. <br /> Allowable Compressive Stress (F j = 10,406.5 psi Florida License#64608 <br /> Page 5-2 <br />