Laserfiche WebLink
Check on shear wall capacities in Shear Wall Schedule: <br /> Factor for specific gravity of Hem-Fir framing =[1-(0.5-0.43 for H-F)}=.93 <br /> Factor for specific gravity of Doug-Fir framing=[1-(0.5-0.50 for D-F)]=1.0 <br /> SW-A 480#/If= 2 for ASD x 0.93 = 223 #/If > 197 given in sched O.K. <br /> SW-B 700#/lf 2 x 0.93 = 325#/lf > 287 O.K. <br /> 900#/If = 2 x 0.93 = 418#/If > 369 O.K. <br /> 1170#/f ! 2 x 0.93 = 544#/If > 480 O.K. <br /> 700#/If :2 x 2 sides x 0.93 = 650#/If > 574 O.K. <br /> ® 418#/If 2 x 2 x 0.93 = 836#/If > 738 O.K. <br /> CVO 1330#/If_ 2 x 2 x 1.00 =1330#/If =1330 O.K. <br /> 4M) 220#/If= 2 x 2 = 220#/If = 220 O.K. <br /> Stress values of wood framing members: <br /> Note: Duration of snow load factor per 2015 NDS Table 2.3.2 is 1.15 <br /> (used only when there are snow loads applied to a given member). No <br /> other adjustment factor are used in the design calculations in vertical <br /> force analysis. <br /> Hem-fir stud grade: Fb=675, Fc,,=405, Fc=800, and E=1,200,000 <br /> HF #2: Fb=850, Fv=150(>75used), Fcl 405, Fc=1,300,& E=1,300,000 <br /> DF #2: Fb=900(>875used), Fv=180(>95used), Fc=625, Fc=1,350, & E= <br /> 1,600,000 Paged <br />