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BC - BEAM COLUMN BEARING <br /> LOAD <br /> Dead, D 26.881 kip Location <br /> Live, L kip BEAM#: I 1-1 <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 /> General Criteria <br /> Wide Flange Beam <br /> TBEAM Fy Fu tf tw bf k d <br /> ksi ksi in in in in in <br /> W30x108 50 65 0.76 0.545 10.5 1.6875 29.8 <br /> HSS Column HSS6x6x1/2 <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 2.5x10.5x1/2 <br /> Fy Fu t b I t <br /> ksi ksi in in in in <br /> 36 58 1/2 10.5 12 0.5 <br /> Bolts <br /> Type Fnt Fnv d # Bolts Spacing <br /> _ --- ksi ksi in --- _ in <br /> A325-N 90 54 0.625 4 0 <br /> Bolt Geometry Lower Upper Limit <br /> Gage Limits 4.25 8 Concentrated Force <br /> End (in) 1.25 0.875 OK Distance From 0 ft <br /> Spacing (in) 8 1.875 OK Nearest Support <br /> Edge (in) 1.25 0.875 OK Forces on Flange One <br /> AISC <br /> Flange Local Bending (J10-1) <br /> 0= 1.67 <br /> Demand Rn Rn/t') <br /> kip kip kip Stress <br /> 73.17 180.5 108.1 67.7% OK <br /> AISC <br /> Web Local Yielding (J10-2) <br /> 0= 1.50 <br /> Demand Rn Rn/f) <br /> kip kip kip Stress <br /> 73.17 278.5 185.6 39.4% OK <br /> 43Iycl <br />