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AISC <br /> Bearing Strength Equation (J7-1) <br /> �2= 2.00 <br /> Demand Rn Rn/l1 <br /> kip kip kip Stress <br /> 22.0 257.7 128.9 17.0% OK <br /> Stiffener Weld Stiffener: 1/2 Depth 1/2 Depth Stiffener Allowed <br /> 4 (weld leg width in #of 16ths if an inch) <br /> 26.28 in (total length of fillet weld- web-to-stiffener both sides) <br /> AISC <br /> Weld Strength R n = FnwA we (J2-4) <br /> �2= 2.00 <br /> FEXX Demand R n R n/0 <br /> ksi kip kip kip Stress <br /> 70 22.0 195.1 97.6 22.5% OK <br /> AISC <br /> Base Metal Strength -Shear Yielding Rn = 0.6 FnBMABM (J2-2) <br /> = 1.50 <br /> Fy Demand Rn Rn/f1 <br /> ksi kip kip kip Stress <br /> 36 22.0 141.9 94.6 23.2% OK <br /> AISC <br /> Base Metal Strength -Shear Rupture Rn = 0.6 FnBMABM (J2-2) <br /> = 2.00 <br /> Fu Demand R n R n/U1 <br /> ksi kip kip kip Stress <br /> 58 22.0 228.6 114.3 19,2% OK <br /> Uplift: Prying A17 t6 <br /> 0 No Prying Action Present <br /> Demand t min t actual <br /> kip in in Stress <br /> Beam 0.00 0.00 0.76 0.0% OK <br /> Plate 0.00 0.00 0.50 0.0% OK <br /> Uplift: Column - Plate Weld <br /> AISC <br /> Weld Strength Rn = FnwA we (J2-4) <br /> 3 (weld leg width in #of 16ths if an inch) <br /> 12 in (total length of fillet weld-plate-to-column both sides) <br /> = 2.00 <br /> FEXX Demand R n R n/S1 <br /> ksi kip kip kip Stress <br /> 70 0.0 66.8 33.4 0.0% OK <br /> L12149 <br />