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CF - COLUMN TO FOUNDATION <br /> LOAD <br /> Dead, D 17.82 kip Location <br /> Live, L 0 kip BEAM #: 1-1 (N end) <br /> Snow, S 20.563 kip <br /> Wind, W (+) 0 kip SDS 1.00 <br /> Seismic, E (+) 0 kip <br /> Demand <br /> Controling Combo: D + S 38.38 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 10x10x3/4 <br /> Fy Fu t b I t <br /> ksi ksi in in in in <br /> 36 58 3/4 10 10 0.75 <br /> AISC <br /> Bearing Strength on Concrete Equation (J8-1) <br /> s2= 1.67 <br /> fc Pp Pp/I) <br /> ksi kip kip Stress <br /> 2.5 212.5 127.2 30.2% OK <br /> Bearing Plate Yielding Limit <br /> t min 0.60 in 80.0% <br /> Ltofyc <br />