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Design Method AOowable Stress Design(ASD) <br /> Connection Type Withdrawal loading <br /> Fastener Type I Lag Screw <br /> Loading Scenario G N/A <br /> Submit initial Values <br /> Main Member Type G Douglas Fir Larch(North) <br /> Main Member Thickness 17.5 In. <br /> Side Member Type Steel JI <br /> Side Member Thickness 1/4 <br /> Washer Thickness 11/8 In. — <br /> Nominal Diameter II 1 In. <br /> Length <br /> Load Duration Factor <br /> Wet Service Factor I C_M=1.0 v] <br /> End Grain Factor Ceg=1.0 <br /> Temperature Factor II C_t=1.0 <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions I Limits of Use <br /> Diaphragm Factor Help I Load Duration Factor Help I Technical Help <br /> Show Printable View I <br /> II Adjusted ASD Capacity 112045 lbs. <br /> • The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member.It does not address head pull-through <br /> capacity of the fastener in the side member. <br /> While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the <br /> information reflects the state-of-the-art,neither the American Wood Council nor its members assume any responsibility for any particular design <br /> prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. <br /> Support for development of the Connection Calculator was provided by American Wood Council. <br />