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Worksheet <br /> <br />1 <br />2 <br /> <br />5 03/14/95 <br />6 <br />7 <br /> <br />9 <br />10 <br />11 <br />12 <br />i3 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />2O <br /> <br /> Range Copy Move <br />U 9 <br /> A B C <br />Cantilevered Pole Building <br /> (No Shear Walls <br /> Rev. 9/10/92 <br /> <br />Building Propertzes: <br /> Eave Height: <br /> Bay Spacing: <br /> Bldg. Width: <br /> Roof Slope: <br /> <br />File <br /> <br /> D <br /> <br />Select <br /> <br />Print Graph Data View System <br /> <br /> E F G H <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 /> (l=w/ Enclosed Walls; 2=w/o Walls) <br /> <br /> Loads: <br />13 ft. Snow: 25 psf <br />13 ft. Dead: 5 psf <br />30 ft. Wind: 80 mph <br />0.25 : 12 <br /> <br />Pole Embedment: Trial: <br /> Depth "d": 3.5 ft. <br /> <br />Hole Diameter: <br /> <br />1.5 ft. <br /> <br />Pole Size: <br />Width: 6 in. <br />Depth: 6 in. <br /> <br />Calculated: <br />d = 1.7 ft. w/o slab > "d" OK <br />d ~ 1.4 ft. w/ slab OK <br />27 in. Min. Bearing Pad Diameter <br /> <br />Pole Reaction = 5850 lbs. <br /> <br />ok min. d = 2.08 in. <br /> <br />Quit ? <br /> <br /> End <br /> ± <br /> <br /> 1?ERS <br /> ~CPY <br /> <br /> ?MOV <br /> <br /> ~STY <br /> <br /> ~ALN <br /> <br /> I%FNT <br /> <br /> ~NS <br /> <br />P - CANT. WK1 [ 1 ] NUM READY <br /> <br />FILE <br /> <br /> <br />