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WOOCIWOP�CS®Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB <br /> 2018.wsw Feb.11,201812:21:19 <br /> Out-of-plane Wind Design <br /> COMPONENTS AND CLADDING by SHEARLINE <br /> North-South Sheathing[pet] Fastener Withdrawal[lbs] Service Cond <br /> Shearlines Force Cap Force/ Force Cap Force/Cap Factors <br /> Line Lev Grp Cap End Int End Int Temp Moist <br /> 1 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 2 1 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 2 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 6 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 7 1 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 2 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 8 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> East-West Sheathing[psf] Fastener Withdrawal[lbs] Service Cond <br /> Sheariines Force Cap Force/ Force Cap Force/Cap Factors <br /> Line Lev Grp Cap End Int End Int Temp Moist <br /> A 1 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 2 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> B 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> C 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> D 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> E 2 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> F 1 4 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 2 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> G 2 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 3 2 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> 1 17.9 221.9 0.08 23.9 19.4 103.9 0.23 0.19 1.00 1.00 <br /> H 3 3 17.9 56.2 0.32 23.9 19.4 103.9 0.23 0.19 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 30.4-1 added to interior pressure using <br /> coefficients from Table 26.11-1 <br /> Cap-Out-of-plane capacity of exterior sheathing from SDPWS Table 3.21,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 /> 38 <br />