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Roof Height : 5.00 ft. Chord Force : 2,088 lbs. <br /> <br />Wind Load: <br /> <br /> Cq : <br />Windward: Wall : <br /> Roof : <br /> <br />Leeward: Wall <br /> Roof <br /> <br /> Shear : <br /> <br />80 mph : Design Wind Speed <br /> 1 : 1 = w/ Enclosed Walls; <br /> <br /> 17 psf <br />0.7 Wind Exposure B <br /> <br />0.8 <br />0.3 <br /> <br />0.5 <br />0.7 <br /> <br /> 1 <br /> <br />p: <br /> <br />Wall <br />Roof <br /> <br />Wall : <br />Roof : <br /> <br /> 139 lbs./ft. <br /> <br />2 ~ w/o Walls <br />wind pressure <br /> <br /> 9.52 psf <br /> 3.57 psf <br /> <br /> 5,95 pmf <br /> 8.33 psf <br /> <br />Projected Area : 1.3 <br /> <br />Projected Area : 15.47 psf <br /> <br />Resulting Wind Force <br /> <br />Slope Coeff: <br />Slope Distance: <br /> <br />12.37 <br />20.62 <br /> <br />Windward: <br />Roof Force: <br />Horiz. Force: <br />Wall Force: <br /> <br /> 883 <br /> 214 <br />1,599 <br /> <br />Leeward: <br />Roof Force: <br />Horiz. Force: <br />Wall Force: <br /> <br />2,061 <br /> 5O0 <br />1,000 <br /> <br />Wall Post w: <br /> <br />114 <br /> <br />lbs <br />lbs <br />lbs <br /> <br />lbs <br />lbs <br />lbs <br /> <br />lbs/ft <br /> <br />Pole Properties <br />Width: 6 <br />Depth: 6 <br /> <br />Cantilever M=wL~2/8 <br /> <br />Area: <br />Section Modulus: <br /> <br />Base Moment: <br />Bending Stress: <br /> <br />36.00 in.^2 <br />36.00 in.~3 <br /> <br />2,799 ft.-ibm. <br /> 933 psi <br /> <br /> Axial Load: 7,200 lbs <br />Nominal Post Size Comp. Stress: 200 psi <br /> <br /> <br />