The detail illustrates a steel framing connection incorporating a 200 mm deflection slot with slotted connection plates and fasteners to accommodate movement. Stiffener plates are welded to the structural column to support the connection. A note indicates that the design is indicative and connection design forces must be verified from plan and elevation drawings.
STIFF PL ES NOTE: 1. INDICATIVE DESIGN FOR STEEL TO STEEL CONNECTION IS SHOWN, SEE PLAN AND ELEVATION FOR CONNECTION DESIGN FORCES 7 S-MB-5.31 MB - T.O. SKYBRIDGE FLOOR 106.10 DEFLECTION SLOT 200 5 S-MB-5.21
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