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2/7/23,4:24 PM Connection Calculator <br /> Design Method Allowable Stress Design(ASD) <br /> Connection Type Lateral loading <br /> Fastener Type Bolt v' <br /> Loading Scenario Single Shear-Wood Main Member *✓ <br /> Main Member Type Douglas Fir-Larch V <br /> Main Member Thickness 11.5 in. V <br /> Main Member:Angle of 190 <br /> Load to Grain <br /> Side Member Type Steel `l <br /> Side Member Thickness 1/4 in. <br /> Side Member:Angle of Load ) <br /> to Grain <br /> Fastener Diameter 1/2 in. 'o <br /> Load Duration Factor C_D= 1.6 <br /> Wet Service Factor C_M=0.7 V <br /> Temperature Factor C_t=1,0 V <br /> Connection Yield Modes <br /> Im 4057 lbs. <br /> Is 2436 lbs. <br /> II 1850 lbs. <br /> IIIm 2110 lbs. <br /> Ills 575 lbs. <br /> IV 668 lbs. <br /> Adjusted ASD Capacity 575 lbs. <br /> • Bolt bending yield strength of 45,000 psi is assumed. <br /> • The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, <br /> 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 <br /> Grade 33 Steel is assumed for steel side members less than 1/4 in.thick. <br /> While every effort has been made to insure the accuracy of the information presented,and <br /> special effort has been made to assure that the information reflects the state-of-the-art, <br /> neither the American Wood Council nor its members assume any responsibility for any <br /> particular design prepared from this on-line Connection Calculator.Those using this on-line <br /> Connection Calculator assume all liability from its use. <br /> The Connection Calculator was designed and created by Cameron Knudson,Michael <br /> Dodson and David Pollock at Washington State University.Support for development of the <br /> Connection Calculator was provided by American Wood Council. <br /> 15 <br /> hops://calcawc.org/connection/ccstyle.asp?design_method=ASD&connection_type=Lateral+loading&fastener types=Bolt&loading scenario=Single+Shear&mm... 1/1 <br />