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Pole Building Review <br />Propped Cantilever Design <br /> <br />Hem Fir; No. 2 <br />Clay, Sandy Clay, Silty Clay <br />80 mph : Wind Exposure B <br /> <br />Building Properties: <br />Eave Height: 14 ft. <br />Bay Spacing: 12 ft. <br />Bldg. Width: 40 ft. <br />Bldg. Length: 60 ft. <br />Door Openings : 0 ft. <br />Roof Slope: 3 : 12 <br />Pole Embedment: 4.5 ft. <br /> <br />Hole Diameter: 2 ft. <br />Pole Size: <br />Width: 6 in. <br />Depth: 6 in. <br />Truss Bearing Block: <br />Bolts: 5 /8 ths <br />Nails: (Common) 20 d <br /> <br />Pole Reaction = 7200 <br /> <br />106 plf roof lbs/ft <br />106 plf wall lbs/ft <br /> <br />Min. Bearing Pad Diameter = 28 in. <br /> <br /> lbs. <br /> <br />shear > 82.5 <br />shear > 82.5 <br /> <br />-+- <br /><== !!! min. d = 6.93 in. <br /> <br /><== 4 Bolts Required (2190 lbs/bolt) <br /><~ 45 Nails Required (160 lbs/nail) <br /> <br />Material Select % <br />9 Hem Fir; No. 2 <br />5 Clay, Sandy Clay, Silty Clay <br />Load ~ Wind Exposure B <br /> <br />Loads: <br />Snow: 25 psf <br />Dead: 5 psf <br />Wind: 80 mph <br /> <br />Pole Reaction: <br /> <br />7,200 lbs. <br /> <br />Wind Loads From Propped Cantilever Design: <br /> Windward <br />Uniform Wall Post Load : 114 lbs/ft <br />Top of.~ Pole R = (3/$)wL : 600 lbs <br />Roof : 214 lbs <br /> <br />Leeward <br /> 71 lbs/ft <br /> 375 lbs <br /> 500 lbs <br /> <br /> Diaph. Load/Bay : <br /> Eave Wind Load : <br /> Diaph. Reaction : <br /> Chord Force : <br /> Diaphragm Shear : <br /> Wall Shear : <br />16 ga x 1-1/4-inches x 14 <br /> <br />1,689 lbs <br /> 141 lbs/ft <br />4,222 lbs <br />1,583 lbs <br /> 106 lbs/ft <br /> 106 lbs/ft <br /> in. w/ 12 <br /> <br />10d common nails <br /> <br />: CS150 <br /> <br />Projected Area Wind Load Method Diaphragm & Shear Wall System <br />Building Length : 60 ft. Wind Load : 186 lbs./ft. <br /> Reaction : 5,569 lbs. <br /> <br /> <br />