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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 Out-of-plane Wind Design COMPONENTS AND CLADDING by SHEARLINE North-South Sheathing[psf] Fastener Withdrawal[Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist 1 1 2 24.4 190.6 0.13 32.6 26.4 105.5 0.31 0.25 1.00 1.00 2 1 30.1 190.6 0.16 40.2 34.0 105.5 0.38 0.32 1.00 1.00 2 1 2 24.4 190.6 0.13 32.6 26.4 105.5 0.31 0.25 1.00 1.00 2 1 30.1 190.6 0.16 40.2 34.0 105.5 0.38 0.32 1.00 1.00 East-West Sheathing[psf] Fastener Withdrawal[Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 24.4 190.6 0.13 32.6 26.4 105.5 0.31 0.25 1.00 1.00 2 1 30.1 190.6 0.16 40.2 34.0 105.5 0.38 0.32 1.00 1.00 B 1 1 24.4 190.6 0.13 32.6 26.4 105.5 0.31 0.25 1.00 1.00 2 1 30.1 190.6 0.16 40.2 34.0 105.5 0.38 0.32 1.00 1.00 Legend: Grp-Wall Design Group(results for all design groups for rigid,flexible design listed for each wall) Sheathing: 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 Table 26.13-1 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 spans Fastener Withdrawal: Force-Force tributary to each nail in end zone and interior zone Cap-Factored withdrawal capacity of individual nail according to NDS 12.2-3 • 23 Page 48 of 63