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WoodWorks® Shearwalls 2352.wsw Feb.20,2023 13:29:46 <br /> WIND C&C LOADS <br /> Block Building Wind Level Magnitude[psf] <br /> Face Direction Interior End Zone <br /> Block 1 West Windward 2 42.5 50.2 <br /> Block 1 West Windward 2 33.0 40.7 <br /> Block 1 East Leeward 2 42.5 50.2 <br /> Block 1 East Leeward 2 33.0 40.7 <br /> Block 1 West Leeward 2 42.5 50.2 <br /> Block 1 West Leeward 2 33.0 40.7 <br /> Block 1 East Windward 2 42.5 50.2 <br /> Block 1 East Windward 2 33.0 40.7 <br /> Block 1 South Windward 2 42.5 50.2 <br /> Block 1 South Windward 2 33.0 40.7 <br /> Block 1 North Leeward - 2 33.0 40.7 <br /> Block 1 North Leeward 2 42.5 50.2 <br /> Block 1 South Leeward 2 42.5 50.2 <br /> Block 1 South Leeward 2 33.0 40.7 <br /> Block 1 North Windward 2 42.5 50.2 <br /> Block 1 North Windward 2 33.0 40.7 <br /> Block 1 West Windward 1 33.0 40.7 <br /> Block 1 East Leeward 1 33.0 40.7 <br /> Block 1 West Leeward 1 33.0 40.7 <br /> Block 1 East Windward 1 33.0 40.7 <br /> Block 1 South Windward 1 33.0 40.7 <br /> Block 1 North Leeward 1 33.0 40.7 <br /> Block 1 South Leeward 1 33.0 40.7 <br /> Block 1 North Windward 1 33.0 40.7 <br /> DEAD LOADS(for hold-down calculations) <br /> Shear Level Profile Tributary Location[ft] Mag[Ibs,psf,psi] <br /> Line Width[ft] Start End Start End <br /> 1 2 Line -11.50 0.00 180.0 <br /> 2 2 Line -11.50 0.00 180.0 <br /> A 1 Line 0.00 24.50 100.0 <br /> B 1 Line 0.00 24.50 100.0 <br /> 7 <br /> Page 32 of 63 <br />