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Design Method Allowable Stress Design(ASD) V <br /> Connection Type Lateral loading V <br /> Fastener Type Bolt <br /> Loading Scenario Single Shear-Wood Main Member V <br /> Main Member Type Hem-Fir V <br /> Main Member Thickness 5.5 in. <br /> Main Member:Angle of 0 <br /> Load to Grain <br /> Side Member Type Steel V <br /> Side Member Thickness 20 gage V <br /> Side Member:Angle of Load <br /> to Grain 0 <br /> Fastener Diameter 1/4 in. V <br /> Load Duration Factor C_D = 1.6 V <br /> Wet Service Factor C_M = 1.0 V <br /> Temperature Factor C_t= 1.0 V <br /> Connection Yield Modes <br /> Im 2640 lbs. <br /> Is 223 lbs. <br /> II 1197 lbs. <br /> Tam 1352 lbs. <br /> Ills 255 lbs. <br /> W 361 lbs. <br /> Total Seismic Load: 785# <br /> Adjusted ASD Capacity 223 lbs. Load per screw: 197# <br /> Connection OK <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 />