The steel beam connects directly to the supporting structural column or beam flange using a full-penetration groove weld at the top and bottom flanges with backgouging required. The web connection utilizes a vertical shear plate fastened with three bolts through the beam web. Dimension callouts indicate a one-and-a-half-inch minimum clearance typical at the flange and two-and-a-half-inch typical bolt spacings along the web.
1 1/2" MIN., TYP. 2 1/2" 2 1/2" 1 1/2" TYP. TYP. AT MOMENT CONNECTION CJP FLANGE-TO-FLANGE BACKGOUGE
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