FAQ 001054 ES

Modelado | Estructura 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. To do this, I

- copied every LC (several load combinations cannot be copied at once) and

- set the factor to 1.0 in every LC.

Is there no simpler way to do this?

Respuesta

For manually created load combinations with a 1-fold loading, 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 Programa principal
RFEM 5.xx

Programa principal

Software de ingeniería estructural de análisis por elementos finitos (AEF) para sistemas estructurales planos o espaciales compuestos de barras, placas, muros, láminas, sólidos y elementos de contacto

RSTAB Programa principal
RSTAB 8.xx

Programa principal

El software de ingeniería estructural para el análisis y dimensionado de estructuras de barras, pórticos y entramados realizando cálculos lineales y no lineales de los esfuerzos internos, deformaciones y reacciones en los apoyos