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CF - COLUMN TO FOUNDATION <br /> LOAD <br /> Dead, D 26.881 kip Location <br /> Live, L 0 kip BEAM /t: I 1-1 (S end) <br /> Snow, S 46.284 kip <br /> Wind, W (+) 0 kip SDS 1.00 <br /> Seismic, E (+) 0 kip <br /> Demand <br /> Controling Combo: D + S 73.17 kip <br /> Uplift Combo: N/A 0.00 kip <br /> HSS Column: HSS6x6x0.5 <br /> HSS Fy Fu Ag Prmtr Width tw <br /> Size Thickness ksi ksi _ in in in in <br /> 6x6 1/2 46 58 10.4 24 6 0.5 <br /> Bearing Plate: PL 8x8x1 <br /> Fy Fu t b I t <br /> ksi ksi in in in in <br /> 36 58 1 8 8 1 <br /> AISC <br /> Bearing Strength on Concrete Equation (J8-1) <br /> 0= 1.67 <br /> fc Pp Pp/f2 <br /> ksi kip kip Stress <br /> 2.5 136.0 81.4 89.8% OK <br /> Bearing Plate Yielding Limit <br /> t min 0.86 in 85.9% <br />