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Design Method Allowable Stress Design (ASD) <br /> Connection Type Lateral loading <br /> Fastener Type Wood Screw <br /> Loading Scenario Single Shear <br /> Main Member Type Douglas Fir-Larch <br /> Main Member Thickness `1.5 in. <br /> Main Member:Angle of 0 <br /> Load to Grain <br /> Side Member Type Douglas Fir-Larch <br /> Side Member Thickness 1.5 in. <br /> Side Member:Angle of i) <br /> Load to Grain <br /> Wood Screw Number 8(D= 0.164 in.) V <br /> Length 3 in. <br /> Load Duration Factor C D= 1.15 <br /> Wet Service Factor C_M = 1.0 <br /> End Grain Factor C_eg = 1.0 <br /> Temperature Factor C_t= 1.0 <br /> Connection Yield Modes <br /> Im 373 lbs. 2 x 5 7 i� <br /> Is 478 lbs. - /-15 <br /> II 178lbs. J CO <br /> IIIm 139 lbs. <br /> Ms 171 lbs. <br /> IV 106 lbs. <br /> Adjusted ASD Capacity 106 lbs. <br /> • Wood Screw bending yield strength of 90000 psi is assumed. <br /> • Dowel bearing strengths for wood,screws with nominal diameter greater than 1/4 in. <br /> are calculated and rounded to the nearest 50 psi in accordance with NDS Table <br /> 11.3.2. <br /> • Length of tapered tip is assumed to be two times the nominal wood screw diameter <br /> for calculating dowel bearing length in the main member. <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 />