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FRAMED BEAM CONNECTIONS
Welded Table IIIfor Combination with Table II
SEATED BEAM CONNECTIONS
4 other sections not shown
A36 steel AISC ASD Specification Allowable Beam Web Allowable Bolt Allowable loads Allowable Stress Design Allowable Supporting Member Angle Capacity Angle Length Angle Thickness Desig apply to oversized ASD Specification Sect ASTM Conn BEAM CONNECTIONS Bolted Beam Web Capacity beam web thickness block shear Bolt and Angle Class Hole Fv CONNECTIONS Bolted TABLE Cope Coped ection Type ksi Enter Table fillet weld Flanges 1V4 FRAMED BEAM CONNECTIONS Fv Angle Thickness Fy 36 ksi gage Hole Fv Angle Includes bearing kips Fy 36 kips No lv kips Varies ksi 50 ksi ksi Fy=50 ksl load perpendicular loads in kips Manual of Steel nation Type V4 outstanding legs oversized holes SC A SSL SC A STD SC B SSL SC B STD shear capacity Simple Shear slot SSL short-slotted SSL values Steel Construction Supporting Member Capacity TABLE II Allowable top angle Top Flange Coped values also apply weld capacities Weld Load Weld