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Flange Plates to be
Welded to Beam Flanges
Column Splice Plates With
Lifting Holes
Single-Bevel-Grove and Fillet Weld Near Side (Pre-Qualified
Weld)
C
C
Top Stiffener Plates are thinner
Bottom Stiffener Plates are Generally
thicker by ¼ inch
Vertical Cut Elevation CC
Detailing and Shop Drawings of Beams
Moment or fixed Connections
Typical Structural Drawing of a Floor Plan
Shear or PinConnections
Typical Structural Drawing of a Floor Plan
Beam SupportReactions in Kips
Number of ShearConnectors on
the Beam
Camber of 1.5-inch on Beams with
Shear Connections
Beams with Moment Connections are
Generally not Cambered
Set Backs of 5/16-Inch Each = Half Web Thickness of Supporting Beam Web
Beam’s Ordered Length is 20’ - 10-3/8 with out to out Of Angles Length of 20’ – 11-3/8
Cope 2 x 5 3/4
Recommended