A structural steel beam connects to a supporting column flange using a welded shear plate secured with bolts. The connection utilizes a 'T1' plate welded to the column flange with specified weld sizes W1, and a vertical series of 'R1' bolt rows securing the beam web to the plate. A clearance gap is maintained between the beam end and the column face per project notes. All work follows standard bolting notes and drawing specifications.
"T1" PLATE W1 W1 SEE NOTE 2 THIS DRAWING "R1" BOLT ROWS PER BOLTING NOTE 8, DWG A8KM- PP-000-43000-D UNO
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