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Design Method(Allowable Stress Design(ASD) yj <br /> Connection Type 1 Lateral loading <br /> Fastener Type Lag Screw <br /> Loading Scenario 1Sinale Shear <br /> Submit Initial Values <br /> Main Member Type fDouglas Fir-Larch(North) v11 <br /> Main Member Thickness 7.5 in. <br /> Main Member:Angle of 0�— ----- - <br /> Load to Grain <br /> Side Member Type Steel <br /> Side Member Thickness II 1/4 In. <br /> Side Member:Angle of <br /> Load to Grain ID <br /> Washer Thickness 1/8 in. <br /> Nominal Diameter n 5/8 in. —4 <br /> Length II 5 in. --- <br /> Load Duration Factor[C_D=1.0 yj <br /> Wet Service Factor 1 C_M=1.0 ,J <br /> End Grain Factor C_eg=1.0 yj <br /> Temperature Factor V C_t=1.0 v J <br /> Calculate Connection Capacity <br /> Connection Yield Mode Descriptions , Limits of Use <br /> Diaphragm Factor Help ' Load Duration Factor Help I Technical Help <br /> Show Printable View f <br /> Connection Yield Modes <br /> �I2732 lbs. <br /> Is 712561 lbs. 1 <br /> II 111253 lbs. <br /> Him 711468 lbs. <br /> Ills 1I743 lbs. <br /> IV 11864 lbs. <br /> Adjusted ASD Capacity -I 43 lbs. I <br /> • Lag Screw bending yield strength of 45000 psi is assumed. <br /> • The Adjusted ASD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. <br /> • ASTM A36 Steel is assumed for steel side members 1/4 in.thick,and ASTM A653 Grade 33 Steel is assumed for steel side members less <br /> than 1/4 in.thick. <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 /> fie,...,'..... ,....F .. _ .'...:., :.�,.., .. .. _.. ... <br />