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The drawing shows a timber beam moment connection to an SHS steel column, with an elevation view and sections B-B and A-A. A horizontal timber beam is fixed to the square hollow section column using a 10 mm thick U-shaped steel casing, 6 M12 through bolts, and an 8 mm fillet weld all around. The connection center line and bolt layout are also shown.
Author: Simone Sassoli
Simone Sassoli is an Architect and Construction Project Manager specializing in high-end retail, hospitality, and office projects across the United Kingdom and Europe, with experience delivering complex spaces for luxury brands and international clients.
