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Sign up for the Dlubal Extranet to get most of the software and have exclusive access to your personal data.
Sign up for the Dlubal Extranet to get most of the software and have exclusive access to your personal data.
I have modeled a deep single-span beam as a surface. Why are no bending moments displayed after a successful calculation?
The moments mx and my (Image 01) refer to the local surface axis system and would, therefore, only occur in the case of loading in the local z‑direction of the surface.
In this case, the solution is to create a result beam in the direction of the desired single-span beam and to obtain the bending moments from the corresponding member internal forces.
Frank is responsible for quality assurance in the RFEM program and also assists with customer support. He oversees technical design processes and contributes to the stability and reliability of the software.
