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Design Method Allowable Stress Design(ASD) v <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 Plywood(Structural 1 grade) <br /> Side Member Thickness 23/32 in. v <br /> Side Member:Angle of 0 <br /> Load to Grain L---- -- <br /> Wood Screw Number 8(D= 0.164 in.) se <br /> Length 2 in. v <br /> Load Duration Factor ;C_D= 1.15 v <br /> Wet Service Factor C_M =1.0 se <br /> End Grain Factor C_eg=1.0 <br /> Temperature Factor c_t= 1.0 <br /> Connection Yield Modes <br /> Im 3041bs. T Q Z X <br /> Is 229 lbs. (? 55r <br /> II 112lbs. s,/j ' �' r <br /> IIIm 119 lbs. <br /> IIIs 99 lbs. <br /> IV 106 lbs. <br /> Adjusted ASD Capacity 199 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 />