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BC - BEAM COLUMN BEARING <br /> LOAD <br /> Dead, D 17.134 kip Location <br /> Live, L kip BEAM #: 1-1 <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 37.70 kip <br /> Uplift Combo: N/A 0.00 kip <br /> General Criteria <br /> Wide Flange Beam <br /> BEAM Fy Fu tf tw bt k d <br /> ksi ksi in in in in in <br /> • <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 3x10x1/2 <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) 1.5 0.875 OK Distance From 0 ft <br /> Spacing (in) 7 1.875 OK Nearest Support <br /> Edge (in) 1.5 0.875 OK Forces on Flange One <br /> AISC <br /> Flange Local Bending (J10-1) <br /> 0= 1.67 <br /> Demand Rn R n/C <br /> kip kip kip Stress <br /> 37.70 180.5 108.1 34.9% OK <br /> AISC <br /> Web Local Yielding (J10-2) <br /> 0= 1.50 <br /> Demand RI, R n/f <br /> kip kip kip Stress <br /> 37.70 278.5 185.6 20.3% OK <br />