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658 sqft 6 ft <br />6 ft <br />6 ft 25% <br />ft 1.00 <br />12 240 plf <br />USE: <br />11533 lb-ft <br />Roof Ceiling Floor Wall <br />Trib. Loading Wall 3 3 0 4 ft <br />Moment-Resisting 810 648 0 1080 lb-ft <br />2538 lb-ft <br />0.14*SDs=0.2352 <br />MRnet=1687 lb-ft <br />T/C=1641 lbs <br />USE:HDU2 with 4x4 post <br />1229 sqft 5 ft <br />10 ft <br />5 ft 47% <br />ft 1 <br />15 359 plf <br />USE: <br />14361 lb-ft <br />Roof Ceiling Floor Wall <br />Trib. Loading Wall 8 8 0 4 ft <br />Moment-Resisting 1500 1200 0 750 lb-ft <br />3450 lb-ft <br />0.14*SDs=0.2352 <br />MRnet=2294 lb-ft <br />T/C=2413 lbs <br />USE:HDU2 with 4x4 post <br />15/32 OSB w/ 8d @ 4, 6, 12 - 5/8 diam AB @ 36 in : TYPE 1 <br />Gross MO: <br />Gross MR: <br />MRnet=MR*(.9- 0.14*SDs) <br />Percentage of Area: <br /> Aspect ratio factor: <br />Total:Shear Stress: <br />Line of Resistance:X2 <br />Trib. Area:Length of Narrowest Pier: <br />Length of SW: <br />Shear Wall Design <br />Direction:X-DIRECTION <br />Level:Roof <br />Gross MO: <br />Gross MR: <br /> Reduction Factor: <br />MRnet=MR*(.9- 0.14*SDs) <br />Trib. Area: <br />Length of SW: <br />15/32 OSB w/ 8d @ 6, 6, 12 - 5/8 diam AB @ 48 in : TYPE 1 <br /> Reduction Factor: <br />Total: <br />Shear Wall Design <br />Direction:X-DIRECTION <br />Level:Roof <br />X1 <br />Length of Narrowest Pier: <br />Percentage of Area: <br /> Aspect ratio factor: <br />Shear Stress: <br />Line of Resistance: