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DALHOUMI400
Posts: 29
Registered: ‎02-17-2012
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probleme de modulisation de contreventement en 3d

196 Views, 3 Replies
01-14-2013 11:47 AM

svp comment moduler le contrev pour une charpente en 3d
les cornieres doivent étre dimentionné pour la traction le pb quand j imposse des treis en traction uniquement toute les combinaisons de charge s 'annule du progremme !

 

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Artur.Kosakowski
Posts: 4,586
Registered: ‎12-17-2010

Re: probleme de modulisation de contreventement en 3d

01-15-2013 12:51 AM in reply to: DALHOUMI400

Automatic code combinations can only be generated for linear static analysis as they are based on results of the previously calculated simple load cases. For non linear analysis you have two options:

 

1. Before you change the analysis type to non linear (or define tension only elements) you should generate automatic code combinations and then convert them into manual combinations. The option is available from the combination table as illustrated below:

code combinations 2 manual combinations.PNG

 

2. Instead of generating automatic code combinations you can generate manual combinations in the automatic way. All you have to do is select manual combinations generation in the dialog shown below:

manual combinations wizard.PNG

 

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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DALHOUMI400
Posts: 29
Registered: ‎02-17-2012

Re: probleme de modulisation de contreventement en 3d

01-15-2013 06:32 AM in reply to: Artur.Kosakowski

Merci pour votre réponse

mais quand je lance le calcul le programme me recommande d utiliser l algorithme DSC quand je j active cet aligortime il ya un probleme avec l'excentrement 

est ce je dois annuler l'excentrement ? est si je le fais quelle est linfluence sur le calcul

      merci

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Artur.Kosakowski
Posts: 4,586
Registered: ‎12-17-2010

Re: probleme de modulisation de contreventement en 3d

01-15-2013 06:39 AM in reply to: DALHOUMI400

The DSC releases cannot be defined on bars with offsets as this produces incorrect results. In such case you have to switch the use of DSC off or replace offsets with e.g. rigid links or dummy bars.

 

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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