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Worksheet Range Copy Move File Print @raph Data View System Quit ? <br />C14: U 1.6 ~ <br /> A B C D E F G M End <br /> Cantilevered Pole Building 9 Hem Fir; No. 2 ~ <br /> (No Shear Walls) 5 Clay, Sandy Clay, Silty Clay ± <br /> Rev. 9/10/92 2 Wind Exposure B ~ <br /> 2 w/o Side Walls ~ <br /> 03/14/95 Select ^ (l~w/ Enclosed Walls; 2=w/o Walls) ~ERS <br /> <br /> Building Properties: Loads: ~CPY <br /> gave Height: 13 ft. Snow: 25 psf ~ <br />9 Bay Spacing: 13 ft. Dead: 5 psf ~MOV <br />10 Bldg. Width: 30 ft. Wind: 80 mph ~ <br />ll Roof Slope: 0.25 : 12 ~STY <br /> <br />13 Pole Embedment: Trial: Calculated: ~ALN <br />14 Depth "d": 1.6 ft. d = 1.8 ft. w/o slab > "d" OK ~ <br />15 d = 1.4 ft. w/ slab OK ~FNT <br />16 Mole Diameter: 1.5 ft. 31 in. Min. Bearing Pad Diametsr ~ <br />17 pINS <br />18 Pole Size: Pole Reaction = 5880 lbs. ~ <br />19 Width: 6 in. ~B~ <br />~0 Depth: 6 in. ok min. d = 2.08 in. ~ <br /> <br />P-CANT.WK1 [1] NUM <br /> <br />READY <br /> <br /> <br />