For the calculation of cantilevers, the determination of the ideal elastic critical moment Mcr is crucial. This can be determined for singly symmetric I-sections applying "Lohse" (see LTB manual, Chapter 3.4.4). However, rotational and lateral restraints are not taken into account.
Design of Cantilevers with LTB
Is it possible to analyze cantilevers in LTB? If yes, which method is the calculation based on?
Answer:
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