Structural · S-S2WYB

Beam to Column Web Moment Connection

Elements

Connections

Moment Connection Beam-to-Column Welded Connection

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Steel beams frame into a column web utilizing complete joint penetration welds at the top and bottom flanges. Top and bottom flange stiffener plates match the column flange width, grade, and thickness of the largest incoming beam flange. Beams of varying depth require skewed stiffener plates as required to align with incoming beam flanges on each side of the column. A shear tab with four bolts connects the beam web to the column.

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