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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />Out -of -plane Wind Design <br />COMPONENTS AND CLADDING b SHEARLINE <br />North -South <br />Sheathing [psf] <br />Fastener Withdrawal [Ibs] <br />Service Cond <br />Force <br />Cap <br />Force/ <br />Force <br />Cap <br />Force/Cap <br />Factors <br />SShearlines <br />Lev <br />Gr <br />Cap <br />End <br />Int <br />End <br />Int <br />Temo Moist <br />1 <br />1 <br />2 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00 <br />2 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00 <br />2 <br />1 <br />3 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />126.5 <br />0.15 <br />0.12 <br />1.00 1.00 <br />3 <br />1 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00 <br />2 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00 <br />East-West <br />Sheathing <br />[psfJ <br />Fastener Withdrawal [Ibs] <br />Service Cond <br />Shearlines <br />Force <br />Cap <br />Force/ <br />Force <br />Cap <br />Force/Cap <br />Factors <br />Line Lev <br />Grp <br />Cap <br />End <br />Int <br />End <br />Int <br />Temp Moist <br />A <br />1 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00� <br />2 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00� <br />B <br />1 <br />2 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00� <br />C <br />1 <br />3 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />126.5 <br />0.15 <br />0.12 <br />1.00 1.00� <br />2 <br />1 <br />13.9 <br />221.9 <br />0.06 <br />18.5 <br />15.0 <br />95.2 <br />0.19 <br />0.16 <br />1.00 1.00� <br />3 <br />i 13.9 <br />221.9 <br />0.06 <br />i 18.5 <br />15.0 <br />126.5 <br />0.15 <br />0.12 <br />i 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 <br />coefficients from Table 26.13-1 <br />Cap - Out -of -plane capacity of exterior sheathing from SDPWS Table 3.2.1, factored for ASD and load duration, and assuming continuous over 2 <br />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 />Page 46 of 52 <br />36 <br />