How can model a bolted connection of steel frame in Etabs?

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How can I use the cif data obtained from rietveld refinement extracted via gsas2, for microstructural analysis using ETEX software?

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Jer-Fu Wang

I would release the joint and use springs to represent the bolted connection.

Sukanta Kumer Shill

thank you

F. Fabbrocino

I can use springs to represent the bolted connection.

Ahmed Nabil

it depend if it is fixed or hinged, if hinged release the moments at this point . If fixed just consider it as rigid connection