I have a composite deck and steel frame structure, I am trying make the slab and beam perform with composite action. Also I need the slab to act as lateral restrant to the beams as the beams are often failing in buckling.
Is there any way to create these two criteria?
Many Thanks.
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This should work OK
Thank you for the help.
The only problem I seem to have is actually restraining the top flange.....how do I go about doing this? Is there a tick box or method of doing this ?
The design parameters are to be defined in the member type label assigned to a bar.
I don't think you can pro-rata steel member stifness, but you could define the section using user defined values, and factor the Iy accordingly.
Cheers,
Tony
All these methods concern modeling used in analysis (personally, i prefer the way that sariklakis.emm suggested which can be used either if panels are modeled with F.Es or without F.Es but with diaphragm).
As concerns design of composite sections, it is not currently available and any kind of "technique" is just an approximation that cannot reach the real action that take place (see attached).