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freebutterflyx

SCIA limiting the moment a node can take

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I need to check an existing structure.

In this structure is a beam-column connection. According to the reinforcement this node could take a moment of Md = 150kNm. (beam 25x50)

I would like to use this moment in my 3D model to limit the max moment in this node so I can check the moment at the middle of the beam (lower reinforcement of the beam).

If I make this node full-moment resistand, the moment is bigger compared to the 150kNm.

 

But how can I model this?

I thought of a non-linear or plastique hinge or something like that? With a non-linear analysis?

Any suggestions?

 

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You need to model flexible connection. Calibrate connection stiffness to get 150kNm moment in the beam to column joint.

Edited by user277418

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