FAQ 000599 IT

Calcolo PLATE-BUCKLING

Although all checks are OK in PLATE-BUCKLING, the critical load factor is less than 1.0.

Does this mean the design is satisfied or not?

Risposta

This can happen, because the critical load factor is calculated without the influence of plastic reserves, that is, as purely elastic.

In the plate-buckling design according to EN 1993-1-5, the plastic reserves are mobilized.

This means that the design is satisfied after all.

Contattaci

Contattaci

Hai trovato la risposta alla tua domanda? In caso contrario, contattaci o inviaci la tua domanda utilizzando il modulo online.

+39 051 9525 443

info@dlubal.it

RSTAB Strutture in acciaio e alluminio
PLATE-BUCKLING 8.xx

Modulo aggiuntivo

Analisi di instabilità delle piastre rettangolari con o senza irrigidimenti