Buckling Analysis for Combined Loads According to EN 1993-1-5

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In January 2015, DIN Comitee NA 005‑08‑23 Steel Bridges applied the introduction of modification in the equation 10.5 of DIN EN 1993‑1‑5. This involves the interaction of longitudinal and transverse pressure in buckling analysis. Now the interaction equation provides for the auxiliary factor V, which is calculated from the reduction factors of the longitudinal and transverse stresses.

In PLATE-BUCKLING, this change is implemented by using EN 1993‑1‑5 with the National Annex DIN.

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