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BB - BOLTED BEAM CONNECTION (SHEAR TAB) <br /> LOAD <br /> Dead, D 5.9 kip Location <br /> Live, L kip BEAM #: 1-0a <br /> Snow, S kip <br /> Wind, W 0 kip SDS 1.00 <br /> Seismic, E 0 kip <br /> Demand <br /> Controling Combo: D 5.90 kip <br /> Uplift Combo: N/A 0.00 kip <br /> BOLTS <br /> Wide Flange Beam -Supported Member Shear Tab Plate <br /> BEAM Fy Fu t Fy Fu t <br /> ksi ksi in ksi ksi in <br /> W16x36 50 65 0.295 36 58 0.375 <br /> Bolts <br /> Type Fnt Fnv d # <br /> --- ksi ksi in -- <br /> A325-N 90 54 0.625 3 <br /> Bolt Geometry Limit <br /> End (in) 1.5 0.875 OK Available Depths <br /> Spacing (in) 3 1.875 OK WF Cope 13.65 in <br /> Edge (in) 1.5 0.875 OK Shear Tab 9.00 in OK <br /> AISC <br /> Bolt Shear Strength Rn =FnAb (J3-1) <br /> 0= 2.00 <br /> Rn Rn/Q <br /> kip kip Stress <br /> 49.7 24.9 23.7% OK <br /> AISC <br /> Bearing Strength at Bolt Holes Rn = 1.2lctFu < 2.4dtFu (J3-6a) <br /> o= 2.00 <br /> Rn Rn/Q <br /> kip kip Stress <br /> WF - Bearing 86.3 43.1 13.7% OK <br /> PL - Bearing 97.9 48.9 12.1% OK <br /> WF -Tearout 129.4 64.7 9.1% OK <br /> PL -Tearout 146.8 73.4 8.0% OK <br /> AISC <br /> Block Shear Rn = 0.60FuAnv + UbsFuAnt <_ 0.60FyAgv+ UbsFuAnt (J4-5) <br /> 4= 2.00 <br /> Rn Rn/S) <br /> kip kip Stress <br /> WF 92.0 46.0 12.8% OK <br /> Plate 85.2 42.6 13.8% OK <br />