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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
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Although all the designs for a member have been complied with, I get an "Uncovered reinforcement". How is this possible?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
