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Design Methodl!Allowable Stress Design(ASD) <br /> Connection Typel.Withdrawal loading <br /> I <br /> Fastener Typ11 <br /> 'Lag Screw <br /> Loading Scenario N/A <br /> Submit Initial Values J <br /> Main Member Type 11 Douglas Fir-Larch(North) -----.JI <br /> Main Member Thickness 15.5 in.m _ ,J <br /> Side Member Type Steele <br /> Side Member Thickness 1 1/4 In. <br /> Washer Thickness ri.7877. <br /> Nominal Diameter 13/4 In. <br /> Length 5 in. <br /> Load Duration Factor C_D=1.0 <br /> Wet Service Factor a C_M=1.0 <br /> End Grain Factor C_eg=1.0 r f <br /> Temperature Factor IC_t=1.0 <br /> Calculate Connection Capacity l <br /> Connection Yield Mode Descriptions Limits of Use I <br /> Diaphragm Factor Help l Load Duration Factor Help I Technical Help <br /> Show Printable View I <br /> Adjusted ASD Capacity 111244 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 /> .::-o,::::.:.-.r�;...sax+^- - .... ,........ ... � .y.»�e- '".z:- ,�,�. '. x,.-:..,.,_ -a+.:.-.wr.•+F;;..... a .,.-..... .. .:::y ;,e�:....,., _ <br />