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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />Out -of -plane Wind Design <br />COMPONENTS AND CLADDING by SHEARLINE <br />North -South <br />Sheathing [psf] <br />Fastener Withdrawal [Ibs] <br />Service Cond <br />Shearlines <br />Force <br />Cap <br />Force/ <br />Force <br />Cap Force/Cap <br />Factors <br />Line <br />Lev <br />Grp <br />Cap <br />End <br />Int End <br />Int <br />Temp Moist <br />1 <br />1 <br />2 <br />24.4 <br />190.6 <br />0.13 <br />32.6 <br />26.4 105.5 0.31 <br />0.25 <br />1.00 1.00 <br />2 <br />1 <br />30.1 <br />190.6 <br />0.16 <br />40.2 <br />34.0 105.5 0.38 <br />0.32 <br />1.00 1.00 <br />2 <br />1 <br />2 <br />24.4 <br />190.6 <br />0.13 <br />32.6 <br />26.4 105.5 0.31 <br />0.25 <br />1.00 1.00 <br />2 <br />1 <br />30.1 <br />190.6 <br />0.16 <br />40.2 <br />34.0 105.5 0.38 <br />0.32 <br />1.00 1.00 <br />East-West <br />Sheathing [psf] <br />Fastener Withdrawal [Ibs] <br />Service Cond <br />Shearlines <br />Force <br />Cap <br />Force/ <br />Force <br />Cap Force/Cap <br />Factors <br />Line <br />Lev <br />Grp <br />Cap <br />End <br />Int End <br />Int <br />TernMoist <br />A <br />1 <br />1 <br />24.4 <br />190.6 <br />0.13 <br />32.6 <br />26.4 105.5 0.31 <br />0.25 <br />1.00 1.00 <br />2 <br />1 <br />30.1 <br />190.6 <br />0.16 <br />40.2 <br />34.0 105.5 0.38 <br />0.32 <br />1.00 1.00 <br />B <br />1 <br />1 <br />24.4 <br />190.6 <br />0.13 <br />32.6 <br />26.4 105.5 0.31 <br />0.25 <br />1.00 1.00 <br />2 <br />1 <br />30.1 <br />190.6 <br />0.16 <br />40.2 <br />34.0 105.5 0.38 <br />0.32 <br />1.00 1.00 <br />Legend: <br />Grp - Wall Design Group ( results for all design groups for rigid, flexible design listed for each wall) <br />Sheathing: <br />Force - C&C end zone exterior pressures using negative (suction) coefficient in ASCE 7 Figure 30.3-1 added to interior pressure using coefficients from <br />Table 26.13-1 <br />Cap - Out -of -plane capacity of exterior sheathing from SDPWS Table 3.2. 1, factored for ASD and bad duration, and assuming continuous over 2 spans <br />Fastener Withdrawal. <br />Force - Force tributary to each nail in end zone and interior zone <br />Cap - Factored withdrawal capacity of individual nail according to NDS 12.2-3 <br />23 <br />Page 48 of 63 <br />