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PROJECT: WENDY'S DATE: <br />PROJ. NO.: 51939 ENGINEER: TH <br />CLIENT: GLOBAL AWNING, LLC <br />V5.5 units; pounds, feet unless noted otherwise <br />Loads on 1/4" Diam. S.S. Thru Bolt - Framing Section to Framing Section (LRFD) <br />Governing RISA Loads: <br />Axial = 0.02 kip <br />Y = 0.02 kip <br />Z = 0.05 kip <br /># of Bolts = n = 1 bolt <br />Total Tension = Tu = Axial/n = 0.02 kip <br />Total Shear = Vu = (sqrt(Y^2+Z^2))/n = 0.05 kip <br />Bolt Diameter = d = 0.38 inch <br />Bolt Area = BArea = 0.11 inch^2 <br />Fnt = 0.75*65 ksi = 49 ksi <br />Fnv = 0.45*65 ksi = 29 ksi <br />Tension Capacity = 0.75(Fnt)(BArea) = 4.04 kip <br />Shear Capacity = 0.75(Fnv)(BArea) = 2.42 kip <br />Combined Check = Tu/Tcap + Vu/Vcap = 0.03 < 1 OK <br />Check 0.375" Dia. S.S. Thru Bolt (LRFD): Stub Pipe to Main Column Pipe I=0.75 <br />Axial (M778)== 0.027 k <br /># bolts=n= 1 <br />Vu= Axial/n= 0.027 k <br />dia.= = 0.375 in <br />Abolt= = 0.110 in2 <br />Fnt=(0.75*65ksi)= 48.75 ksi <br />Fnv=(0.45*65ksi)= 29.25 ksi <br />ITn=I*Fnt*Abolt=4.038 kips ok <br />IVn=I*Fnv*Abolt=2.423 kips ok <br />Combined Check: <br />Fv=Vu/Abolt= 0.24 ksi <br />F'nt=1.3Fnt-Fnt*Fv/IFnv”Fnt=48.75 ksi <br />ITn=I*F'nt*Abolt=4.038 kips ok <br />6/20/2025 PROJECT: WENDY'S DATE: <br />PROJ. NO.: 51939 ENGINEER: TH <br />CLIENT: GLOBAL AWNING, LLC <br />6/20/2025 <br />Check 0.375" Dia. S.S. Thru Bolts - Top Outer Plate to Frame (LRFD):I=0.75 <br />RISA REACTIONS: <br />M774 Axial= 0.016 kips Torque 3.605 k-ft <br />M777 yshear= 0.011 kips My= 0 k-ft <br />M777 zshear= 0.038 kips Mz= 0.000 k-ft <br />#bolts= = 4 bolts <br />Tu=Axial/#bolts= 0.004 kips <br />Vu=sqrt(yshear^2+zshear^2)/#bolts= 0.010 kips <br />dia.= = 0.375 in <br />Abolt== 0.110 in2 <br />Fnt=0.75*65ksi= 49 ksi <br />Fnv=0.45*65ksi= 29 ksi <br />ITn=I*Fnt*Abolt=4.04 kips ok <br />IVn=I*Fnv*Abolt=2.42 kips ok <br />Fv=Vu/Abolt= 0.09 ksi <br />F'nt=1.3Fnt-Fnt*Fv/IFnv”Fnt=48.75 ksi <br />ITn=I*F'nt*Abolt=4.04 kips ok <br />Check 8x8x0.25" Top Outer Aluminum Plate <br />arm = 1.600 in b = 8.00 in t = 0.250 in n= 2 <br />Mplate =Tu * n * arm = 0.013 k-in <br />S=bt^2/6= 0.083 in3 <br />IMn =1.5*ࢥ*Fy*S = 1.5*0.9*15ksi*S = 1.69 k-in <br />Ratio check= Mplate/ࢥMn= 0.008 <1 OK <br />2 of 25 <br />7/1/2025