probleme ferraillage poutre

[DALHOUMI400]

dans le calcul d'une starion de traitement d'eau :

http://forums.autodesk.com/t5/Autodesk-Robot-Structural/urgen-section-acier-pas-logic/m-p/4350849#M1...

j ai modéliser une poutre (courone au dessu des voiles ) mon probleme est des determiners le ferraillage correct de cet poutre les armatures doivent etre dimenstione dans le sens z de la section (Mz non pas My )

[Artur.Kosakowski · Accepted solution]

For the RC beam module the support detection is done only in the global Z direction therefore you have got two options available:

1. Use the RC Member Required Reinforcement module

2. Rotate the entire model 90deg about the global Y axis and redefine the loads. Them The global Z will became what is now the global X so taht you will be able to export tow longer beams (bars 3 and 5) to the RC Beam design module. Then do the same but rotate about the global X for the shorter one (bar 1).

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