New
FAQ 002800 EN-US 04/05/2019

Markus Baumgärtel Design CONCRETE TIMBER Pro RF-TIMBER Pro RF-CONCRETE RF-STEEL EC3 STEEL EC3

When serviceability proof z. B. for a steel beam, the cant is not considered. Is this a bug or is my input incorrect?

Answer

The deduction of the superelevation in the usability test is actually not regulated in steel construction. However, in response to multiple customer requests, we have adopted this in accordance with the wood or concrete additional modules. According to the standard specification, however, this value should only be taken into account in the quasi-permanent design combination.
This does not apply to the characteristic and frequent design situation. As soon as the design situation in the add-on module is adjusted accordingly (see picture), the applied camber is also subtracted from the resulting deformation.

Keywords

Camber Proof GZG Serviceability Deformation analysis

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