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