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The lateral-torsional buckling length in the fire resistance design can be applied identically to the relevant length in the ultimate limit state design. As an alternative, you can also apply the entire length of the beam. Thus, the program considers a failure of the lateral‑torsional bracing in case of fire.
Knowledge Base
In Product Engineering, Bastian is responsible for development and quality assurance in timber structures and also plays an active role in customer support. His experience directly informs how he addresses practical issues.
