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lip <br />-L%Sff <br />TOTAL SUPPORT <br />A Division of Tom— Contractor Specialties <br />ISAT TOTAL SUPPORT <br />3107 142nd Ave East, Suite 102, Sumner, WA 98390 <br />PH:253-926-2250 FX:253-926-2463 <br />AC OPTION 2 : <br />DESIGN OF CONNECTIONS, UNIT TO CURB: <br />Tension per Clip, T = Ts/n = 75 lb <br />Shear per Clip, V = Vs/n = 131 lb <br />Horizontal Spacing Between clip Screws= 2.25 in <br />Vertical Spacing Between clip Screws= 1.0 in <br />USE: A653 STEEL CLIP, Fy=50,000 PSI <br />Clip length, 1= 4 in <br />Clip Thickness, t= 10 GA.= 0.1345 in <br />Section Module of Clip=S=1*t2 /6= 0.01206 in <br />Moment Capacity=S * Fy/1.67= 361.1 Ib.in <br />1) DUE TO TENSION LOAD: <br />MAX. APPLIED MOMENT = 75x2.25= 168.75 Ib.in <br />CHECK: 168.75/361.1= 0.47 <1OK <br />2) DUE TO SHEAR LOAD: <br />MAX. APPLIED MOMENT = 131x1= 131 Ib.in <br />CHECK: 131/361.1= 0.36 <1OK <br />n= NUMBER OF 1/4" DIA. SELF -DRILLING SCREW PER CLIP.= <br />TsMs. /n= 131/3= 25 lb <br />VsMs./n= 75/3= 43.7 lb <br />TALL. = 115 lb (PER ESR-1976) <br />VALL. = 215 lb (PER ESR-1976) <br />Int. (T/TALL,)+(V/VALL.)= 25/115+43.7/215= 0.42 <1 OK <br />3 <br />Job: <br />Date: 9/12/2023 <br />Designed By: ED <br />235191 <br />Page 16 of 29 <br />