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819 sqft 9.5 ft <br />9.5 ft <br />ft 31% <br />ft 1 <br />9.5 378 plf <br />USE: <br />28709 lb-ft <br />Roof Ceiling Floor Wall <br />Trib. Loading Wall 13 9 0 4 ft <br />Moment-Resisting 8799.375 4873.5 0 2707.5 lb-ft <br />16380.375 lb-ft <br />0.14*SDs=0.2352 <br />MRnet=10890 lb-ft <br />T/C=1876 lbs <br />USE:HDU2 with 4x4 post <br />476 sqft 6 ft <br />6 ft <br />ft 18% <br />ft 1 <br />6 348 plf <br />USE: <br />16686 lb-ft <br />Roof Ceiling Floor Wall <br />Trib. Loading Wall 9 9 0 4 ft <br />Moment-Resisting 2430 1944 0 1080 lb-ft <br />5454 lb-ft <br />0.14*SDs=0.2352 <br />MRnet=3626 lb-ft <br />T/C=2177 lbs <br />USE:HDU2 with 4x4 post <br />Shear Wall Design <br />15/32 OSB w/ 8d @ 4, 6, 12 - 5/8 diam AB @ 36 in : TYPE 1 <br />Gross MO: <br />Gross MR: <br />Y-DIRECTIONDirection: <br />Trib. Area:Length of Narrowest Pier: <br />Length of SW: <br />MRnet=MR*(.9- 0.14*SDs) <br />MRnet=MR*(.9- 0.14*SDs) <br />Shear Wall Design <br />Direction:Y-DIRECTION <br />Level:Roof <br />Y3 <br />Length of Narrowest Pier: <br />Line of Resistance: <br />Trib. Area: <br />Length of SW: <br />15/32 OSB w/ 8d @ 4, 6, 12 - 5/8 diam AB @ 36 in : TYPE 1 <br />Gross MO: <br />Total: <br />Percentage of Area: <br /> Aspect ratio factor: <br />Shear Stress: <br /> Reduction Factor: <br /> Reduction Factor: <br />Gross MR: <br />Percentage of Area: <br />Level:Roof <br />Line of Resistance:Y4 <br /> Aspect ratio factor: <br />Total:Shear Stress: