Ro Ba
Ro Ba
Civil
09 Dec 2018

Is this a Composite Beam or not?

One of our GC wants to upset the beam flange in a concrete metal deck (please see attached image). We were wondering if this would be qualify and designed as a composite beam? If we can design as a composite, what percentage of composite action to assume as the beam has no shear studs?

Thanks in Advance!
6kZe-2018-12-09%2000_34_03-Window.png

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