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BB - BOLTED BEAM CONNECTION - continued... <br /> AISC <br /> Shear Yielding R n = 0.60FyAg v (J4-3) <br /> �2= 1.50 <br /> Rn Rn/1) <br /> kip kip Stress <br /> WF 120.8 80.5 7.3% OK <br /> Plate 72.9 48.6 12.1% OK <br /> AISC <br /> Shear Rupture Rn = 0.60FuAn v (J4-4) <br /> = 2.00 <br /> Rn Rn/1) <br /> kip kip Stress <br /> WF 131.2 65.6 9.0% OK <br /> Plate 88.1 44.0 13.4% OK <br /> WELD <br /> D 3 (weld leg width in#of 16ths of an inch) <br /> I 17.25 in (total length of fillet weld) <br /> AISC <br /> Weld Strength R n =F nwA we (J2-4) <br /> �2= 2.00 <br /> FEXX Rn Rn/1? <br /> ksi kip kip Stress <br /> 70 96.1 48.0 12.3% OK <br /> RISC <br /> Base Metal Strength -Shear Yielding Rn = 0.6 FnBMABM (J2-2) <br /> 0= 1.50 <br /> Fy Rn Rn/f) <br /> ksi kip kip Stress <br /> 36 69.9 46.6 12.7% OK <br /> AISC <br /> Base Metal Strength -Shear Rupture R n = 0.6 FnBMA BM (J2-2) <br /> �2= 2.00 <br /> Fu Rn Rn/1) <br /> ksi kip kip Stress <br /> 58 112.6 56.3 10.5% OK <br /> Controling Capacity: R n(kip) R n/n (kip) Stress <br /> Bolt Shear Strength: <br /> 39 ILYA <br />