FAQ 001054 FR

Modélisation & Structure RFEM RSTAB

For a steel frame, I have manually created 20 load combinations with partial safety factors. The deformations, however, are to be determined without factors. I proceed as follows:

  • I copy every single LC (several load combinations cannot be copied simultaneously)
  • I set the factor to 1.0 in every LC.

Is there no easier way to do this?

Réponse

For manually created load combinations with single loadings, there is, unfortunately, only the option that you described.

Alternatively, however, you can create the combinations automatically by using the General Data dialog box. As combination expressions, you can use not only the ultimate limit state, but also various design situations for the serviceability limit state: 'Characteristic', 'Frequent,' or 'Quasi-permanent'. In this way, the partial safety factors are automatically applied correctly.

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RFEM Logiciel principal
RFEM 5.xx

Programme de base

Logiciel de calcul de structures aux éléments finis (MEF) pour les structures 2D et 3D composées de plaques, voiles, coques, barres (poutres), solides et éléments d'assemblage

RSTAB Logiciel principal
RSTAB 8.xx

Programme de base

Logiciel de calcul de structures filaires composées de charpentes, poutres et treillis. Il permet le calcul linéaire et non linéaire des efforts internes, des déformations et des réactions d'appui