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E S G D E S I G N Eli Grassley,P.E. <br /> FACE MOUNT 6UARDP05T CONNECTION CHECK <br /> ALUMINUM GUARD P05T <br /> 200# POINT LOAD (TABLE IRC 310.5) <br /> m <br /> MR=200#x(36" + 3") = 7800 LB -IN <br /> DECK J015T BEYOND <br /> r' <br /> MIN 2X8 RIM J015T (2) 2x8 BLOCKING <br /> w- <br /> LAG SCREW ATTACHMENT <br /> T5= (Tension in each screw) = 7800#/4" (Distance between screws)/2 screws = 975#/screw <br /> Withdrawal Capacity of 3/8"X 5" Lag Screw=2431b/in (HF#2 56 = .43) <br /> Allowable Withdrawal = 243"x 4.5" = 1093#/screw <br /> 1093# > 975# OK------> Use (4)31b" dia X 5" Lag Screws <br /> (b)#14 SCREWS EACH <br /> END OF BLOCKIN6- <br /> J015T TO BLOCKING <br /> MIN 2x8 JOIST <br /> RIM J015T <br /> 51DE CONNECTION SHEAR <br /> T5= (Tension in each screw) = C1 15#/screw x 2 screws = 1950#shear <br /> V5(#14 5CREW HF 56 = 0.45) = 195#/screw <br /> N= 19501b5/ 195#/5crew= 10 screws -------> Use (b)#14 screws each end of blocking (16 total screws) <br />