While creating the Steel Structure analysis model, the column, beam, secondary beam, brace, truss, purlin elements defined in the interface are converted into a three-dimensional analytical model according to the finite element method. Steel structural members are modeled with rod finite elements, considering all 6 degrees of freedom. The freedoms of the modeled steel connections are reflected in the analysis model. In case of misalignment in the elements, rigid links are used.

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Connection Types