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Message 1 of 2
medtayeb
208 Views, 1 Reply

Chargement

Bonjour

 

Peut-on obtenir le même résultat ( réactions et MNT ) pour une ossature poteaux-poutres ( en 3D) en modélisant les charges comme suit :

 

1- chargement ( Kn/m2) sur objet 3D appliqué sur bardage ( répartition dans une direction )

2- Dalle ( diaphragme rigide + répartition charges dans une direction ) dont le poids propre( donc épaisseur et densité )  est équivalent au chargement cité au point 1.

 

Merci pour votre aide.

Tayeb.

 

 

1 REPLY 1
Message 2 of 2
Artur.Kosakowski
in reply to: medtayeb

The load distribution from the surfaces to bars should be the same but models can behave in a different ways (you may have different internal forces) as the latter introduces additional rigid links which are not present for a cladding model.

 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.



Artur Kosakowski

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