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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 Inner Plate to Frame (LRFD):I=0.75 <br />RISA REACTIONS: <br />M776 Axial= 0.025 kips Torque 3.605 k-ft <br />M775 yshear= 0.011 kips My= 0 k-ft <br />M776 zshear= 0.038 kips Mz= 0.000 k-ft <br />#bolts= = 6 bolts <br />Tu=Axial/#bolts= 0.004 kips <br />Vu=sqrt(yshear^2+zshear^2)/#bolts= 0.007 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= 0.06 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 14x8x0.25" Top Inner Aluminum Plate <br />arm = 1.100 in b = 2.20 in t = 0.250 in n= 3 <br />Mplate =Tu * n * arm = 0.014 k-in <br />S=bt^2/6= 0.023 in3 <br />IMn =1.5*ࢥ*Fy*S = 1.5*0.9*15ksi*S = 0.46 k-in <br />Ratio check= Mplate/ࢥMn= 0.030 <1 OK <br />Loads on Hilti Anchors I=0.75 <br />RISA REACTIONS: <br />2*X= 0.038 kips *2=0.076 kips k-ft <br />2*Y= 0.004 kips *2=0.008 kips k-ft <br />2*Z= 0.011 kips *2=0.022 kips k-ft <br />Check 14x8x0.25" Base Aluminum Plate <br />arm = 1.100 in b = 2.20 in t = 0.250 in n= 6 <br />Mplate = Tu * n * arm = 0.007 k-in <br />S= bt^2/6= 0.023 in3 <br />IMn =1.5*ࢥ*Fy*S = 1.5*0.9*15ksi*S = 0.46 k-in <br />Ratio check= Mplate/ࢥMn= 0.014 <1 OK <br />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 />Seismic Analysis- Non-Structural Component <br />Design Force (ASCE 13.3) <br />Fp=0.4apSDSW p(1+2(z/h)) / (Rp/Ip) <br />ap=2.5 <br />SDS=1.038 SDS=2/3 SMS with SMS=FaSS Fa=1.2 SS=1.297 <br />z= 10.4 (from USGS) <br />h= 10.4 worst case z/h=1.0 S1=0.462 <br />Rp=3.00 <br />Ip=1.0 <br />W p=1180 lbs (88.5ft)(1.33ft)*10psf <br />Fp=1224 lbs 0.3SDSIpW p < Fp < 1.6SDSIpW p <br />0.3SDSIpW p=367 lbs <br />RATIO= 1.04 1.6SDSIpW p=1959 lbs <br />Concurrent Vertical Force (ASCE 13.3.1.2) <br />Ev= + 0.2 SDS Wp <br />Ev=0.20752 W p= <br />6/20/2025 <br />11545 W. Bernardo Court, San Diego, CA 92127 <br />projectmanager@sullawayeng.com <br />Phone: 858-312-5150 Fax: 858-777-3534 <br />3 of 25 <br />7/1/2025