O módulo adicional RF-CONCRETE Members está a calcular uma armadura necessária muito elevada para cumprir os requisitos das verificações do SLS. Is there any way to avoid such high values for the required reinforcement?

Q: O módulo adicional RF-CONCRETE Members está a calcular uma armadura necessária muito elevada para cumprir os requisitos das verificações do SLS. Is there any way to avoid such high values for the required reinforcement?

É possível que o módulo determine uma armadura necessária alta para as verificações de SLS se não for possível ajustar a armadura existente na secção, ou melhor, na camada de armadura. It is also possible that the deflection analysis leads to a high required reinforcement.One solution might be to increase the maximum number of reinforcement layers. With a higher number of reinforcement layers, it is possible to provide a higher reinforcement (Image 01).For deflection analyses, it another solution might be to disable the automatic increase of the longitudinal reinforcement for the serviceability limit state design and to define a minimum reinforcement (Image 02). In combination with other SLS checks, it could be useful to calculate the deflection analysis in a separate case.

Question

O m&#243;dulo adicional RF-CONCRETE Members est&#225; a calcular uma armadura necess&#225;ria muito elevada para cumprir os requisitos das verifica&#231;&#245;es do SLS. Is there any way to avoid such high values for the required reinforcement?

Accepted Answer

&#201; poss&#237;vel que o m&#243;dulo determine uma armadura necess&#225;ria alta para as verifica&#231;&#245;es de SLS se n&#227;o for poss&#237;vel ajustar a armadura existente na sec&#231;&#227;o, ou melhor, na camada de armadura. It is also possible that the deflection analysis leads to a high required reinforcement.One solution might be to increase the maximum number of reinforcement layers. With a higher number of reinforcement layers, it is possible to provide a higher reinforcement (Image 01).For deflection analyses, it another solution might be to disable the automatic increase of the longitudinal reinforcement for the serviceability limit state design and to define a minimum reinforcement (Image 02). In combination with other SLS checks, it could be useful to calculate the deflection analysis in a separate case.

Armadura necessária muito alta para verificações de SLS no RF-CONCRETE Members

O módulo adicional RF-CONCRETE Members está a calcular uma armadura necessária muito elevada para cumprir os requisitos das verificações do SLS. Is there any way to avoid such high values for the required reinforcement?