Composite Secondary Beam (Spandrel/Edge)
Composite Secondary Beam (Spandrel/Edge)
(OP)
Hi
it has been observed that the secondary edge beam twisted/buckled (approx 20mm) during construction. the beam is supporting metal decking with shear connectors @ 300mm centres. I understand that the metal deck will provide some sort of restraint to the top flange, but question is that: can one assume Fully laterally restraint and use steel section capacity?? if an intermediate restraint is required what would be a simple and cost effective solution?
Appreciate your help.
it has been observed that the secondary edge beam twisted/buckled (approx 20mm) during construction. the beam is supporting metal decking with shear connectors @ 300mm centres. I understand that the metal deck will provide some sort of restraint to the top flange, but question is that: can one assume Fully laterally restraint and use steel section capacity?? if an intermediate restraint is required what would be a simple and cost effective solution?
Appreciate your help.






RE: Composite Secondary Beam (Spandrel/Edge)
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