2D frame analysis

[Khalid-Elejla]

According to ACI code I want to analyze a simple building which is not frame 

It's a simple beam column structure I mean that the joint between beam and column isn't fixed

and the column was poured seperatelly from the slab and the beam but you know the steel of the column and beams interlaps so I don't think I is Fully roller or pin as a support

please tell me how to simulate the column support from your previous Knowledge

Thanks

[StefanoPasquini6790]

Hi, in my personal experience, when I have a modelling doubt, I make a fem model of the REAL structure conditions. I apply on it a unitary force and moment system so that I find the real behaviour of structure and I can derive the K coefficient for elastic release between bars. This workflow give you the power to completely understand your model. Usualy I plot it in my calculation report.

Thank to Robot that give us the opportunity to model easily and quickly complex structures.

Greetings

[StefanoPasquini6790]

Sorry, in my previuos post I was referring to steel structures. Talking about reinforced concrete is more difficult to manage this issue.

Sorry

[Khalid-Elejla]

Thank you very much for your reply