976x
000572
2021-01-28

Optimizing Lateral-Torsional Bracing

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.


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Mr. Kuhn is responsible for developing products for timber structures, and provides technical support for our customers.

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