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Design Method'Allowable Stress Design(ASD) <br /> Connection Type TWithdrawal loading <br /> Fastener Type Lag Screw <br /> Loading Scenario IN/A <br /> Submit Initial Values <br /> Main Member Type 1 Douglas Fir-Larch(North) <br /> Main Member Thickness'5.5 in. <br /> Side Member Type'Douglas Fir-Larch(North) <br /> Side Member Thickness I -Other(In Inches)-- <br /> (7.5 <br /> Washer Thickness 1/8 in. v� <br /> Nominal Diameter 3/4 in. _�9 <br /> Length 12 in. <br /> Load Duration Factor'C_D=1.0 v__I <br /> Wet Service Factor C_M=1.0------- <br /> End Grain Factor 1C_eg=1.0 1 <br /> Temperature Factor C_t <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 /> I Adjusted ASD Capacity 111928 lbs. I <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 /> �re�,�+s�=s�zas�t�'�:i`�r fir: sad+ ..: a..,�:a...s,+Fl.. .u�.,a+'".s �.wr ..��. .. .aeb�^s....�.�'V�r.•.. ter.r:�±fiv .*.,^dwc.�rs!erfia*s,^^k <br />