Answer:
According to DIN EN 1993-1-1, 6.3.2.3 (2) the reduction factor χLT can be modified to χLT,mod using the f factor. You can activate or deactivate this option under National Annex Settings.
Using Modified Reduction Factor χLT,mod in Stability Analysis According to DIN EN 1993-1-1
I am performing a stability analysis of a beam for lateral-torsional buckling. Why is the modified reduction factor χLT,mod used in the design according to DIN EN 1993‑1‑1, 6.3.3 Method 2? Is it possible to deactivate this?
Author
Mr. Hoffmann provides technical support to Dlubal Software customers and is responsible for the coordination of all technical inquiries and activities.
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