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) Column Splice Plates With Lifting Holes

C

Bottom Stiffener Plates are Generally Vertical Cut Elevation CC Top Stiffener Plates are thinner Bottom Stiffener Plates are Generally thicker by ¼ inch

Detailing and Shop Drawings of Beams

Typical Structural Drawing Moment or fixed Connections Typical Structural Drawing of a Floor Plan

Typical Structural Drawing Shear or Pin Connections Typical Structural Drawing of a Floor Plan

Beam Support Reactions in Kips

Number of Shear Connectors 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