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The ”General Method“ according to chapter 6.3.4 of EN1993‐1‐1 or 8.3.4 of prEN1993‐1‐1 deals with the verification of stability problems of frame and beam structures with loadings in‐plane. The ”General method“ according to Eurocode is intended for the general case of a combined moment and normal force. For the choice of the reduction factor χop, there are two options for applying the reduction curve,...
Der Stabilitätsnachweis von schlanken, auf Biegung um die starke Achse beanspruchten Holzträgern kann mit einer nichtlinearen Computerberechnung oder nach dem Ersatzstabverfahren erfolgen. Jedoch im Vergleich zu einem Querschnittsnachweis nach Theorie 2. Ordnung mit Ersatzimperfektionen führt der Bauteilnachweis für Biegedrillknicken mit Reduktionsfaktoren nach den derzeitigen Regeln zu unterschiedlichen...
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