Compression bracing by steel deck
Compression bracing by steel deck
(OP)
Has anyone seen a specific reference, with calculation possibly, that would support the view that metal deck could brace a collector beam for compression in the weak axis?






RE: Compression bracing by steel deck
RE: Compression bracing by steel deck
RE: Compression bracing by steel deck
1. The gage is at least 16, and
2. The deck flutes were normal to the flange being braced, not parallel.
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Compression bracing by steel deck
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Compression bracing by steel deck
EIT
www.HowToEngineer.com
RE: Compression bracing by steel deck
http://www.scribd.com/doc/63965314/Fundamentals-of...