FAQ 000599 ES

Calculation 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?

Respuesta

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.

Contacte con nosotros

Contacte con Dlubal Software

¿Ha encontrado su pregunta?

Si no es así, contáctenos o envíe su pregunta mediante el formulario en línea.

+34-911-438-160

info@dlubal.com

Primeros pasos

first-steps

Le proporcionamos consejos y trucos para ayudar a iniciarse con los programas principales de RFEM y RSTAB.