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Cantilevered Pole Building <br /> (No Shaar Walls) <br /> Rev_ 9/10/92 <br /> <br />03/14/95 <br /> <br /> 9 Hem Fir; No. 2 <br /> 5 Clay, Sandy Clay, Silty Clay <br /> 2 Wind Exposure B <br /> 2 w/o Side Walls <br />Select ^ (l~w/ Enclosed Walls; 2~w/o Walls) <br /> <br />Building Properties: <br />Eave Height: 13 ft. <br />Bay Spacing: 13 ft. <br />Bldg. Width: 30 ft. <br />Roof Slope: 0.25 : 12 <br /> <br />Loads: <br />Snow: 25 psf <br />Dead: 5 psf <br />Wind: 80 mph <br /> <br />Pole Embedment: Trial: <br /> Depth "d": 1.6 ft. <br /> <br />Hole Diameter; <br /> <br />1.5 ft, <br /> <br />Calculated: <br />d = 1.8 ft. w/o slab > "d" OK <br />d ~ 1.4 ft. w/ slab OK <br />31 in. Min. Bearing Pad Diameter <br /> <br />Pole Size: <br />Width: 6 in. <br />Depth: 6 in. <br /> <br />Pole Reaction ~ 5850 lbs. <br /> <br />ok min. d = 2,08 in. <br /> <br /> <br />