1. Flange Plates
to be
Welded to
Beam Flanges

3. Column Splice Plates With Lifting Holes
Single-Bevel-Grove and Fillet Weld Near Side (Pre-Qualified Weld)
Column Splice Plates With
Lifting Holes

4. C

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

8. Detailing and Shop
Drawings of Beams

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

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

11. Beam Support
Reactions in Kips

12. Number of Shear
Connectors on
the Beam

13. Camber of 1.5-inch
on Beams with
Shear Connections

14. Beams with Moment
Connections are
Generally not
Cambered

15. Set Backs of 5/16-Inch Each = Half Web Thickness of Supporting Beam Web
Beam’s Ordered Length is 20’ /8 with out to out Of Angles Length of 20’ – 11-3/8

17. Cope 2 x 5 3/4