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Eave Wall Shear Loads and Diaphragm Design <br /> Eave walls <br /> Building Length. 21 ft. <br /> Gable wall wind pressure= 9.60 psf-use 0.6 x 16=9.6 psf minimum <br /> Diaphragm wind load= 444 lbs <br /> Front Eave Wall <br /> Front eave wall shear Vseismic= 192 lbs-VFEW x 0.7 <br /> Front eave wall shear VW;fd= 444 lbs-from diaphragm wind load above <br /> Diaphragm load to use= 444 lbs-Wind controls <br /> Front eave wall= 89 plf <br /> Allowable shear= 335 plf>Wall shear-OK <br /> Sheathing fastening= 8d nails @ 6 in.o.c.edges <br /> Block all panel edges 12 in.o.c.field <br /> Net shear panel uplift= 689 lbs 6,283 lbs-> 689 lbs-OK <br /> Rear Eave Wall <br /> Rear eave wall shear Vseismic= 192 lbs-VREw x 0.7 <br /> Rear eave wall shear VW;nd= 444 lbs-from diaphragm wind load above <br /> Diaphragm load to use= 444 lbs-Wind controls <br /> Rear eave wall= 21 <br /> Allowable shear= 335 plf>Wall shear-OK <br /> Sheathing fastening= 8d nails @ 6 in.o.c.edges <br /> Block all panel edges 12 in.o.c.field <br /> Page 10 of 13 <br />