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WA12.S11 <br />Page 2 <br />6. Wood Design Adjustment Factors <br />Cd = .9 for dead lond <br />=1.0 for live load <br />=1.15 for snow load <br />Cm =1.0 for all allowable stresses except Fc perpendicular <br />=.67 for Fc perpendicular <br />Ct =1.0 <br />Cl = per specific conditions <br />Cf=1.1I'mI-,bof2x10 <br />=1.2 1or Ib or4x10 <br />Cfn = not applicable <br />Ci = not applicablc <br />Shear wall capacity reduction for SPF studs = [I-(.5-.42)] = .92 <br />