Answer:
Load eccentricity in the model is not reflected in the lateral-torsional buckling design. In the lateral-torsional buckling design, the load position is governed by the configuration for the limit state.
Lateral-torsional buckling check - load position
I set a load eccentricity in the model so that the load acts on the top flange of the beam. However, the evaluation does not take this into account. The critical moment corresponds to the stabilizing effect. Why?
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