Reinforcement Description
Is it possible to display the reinforcement description in RFEM 6?
Answer
Yes, it is possible to also perform punching shear designs for vertical walls. To display the reinforcement description, click the Display navigator, and under "Model" → "Types for Concrete Design" → "Member Reinforcement," select:
- "Description on -z(top)" to display the description of the upper longitudinal reinforcement,
- "Description on +z(bottom)" to display the description of the lower longitudinal reinforcement,
- "Total Description" to display the description of the uniformly distributed longitudinal reinforcement,
- "Description" to display the description of the stirrup reinforcement.
Keywords
Answer
Yes, it is possible to also perform punching shear designs for vertical walls. To display the reinforcement description, click the Display navigator, and under "Model" → "Types for Concrete Design" → "Member Reinforcement," select:
- "Description on -z(top)" to display the description of the upper longitudinal reinforcement,
- "Description on +z(bottom)" to display the description of the lower longitudinal reinforcement,
- "Total Description" to display the description of the uniformly distributed longitudinal reinforcement,
- "Description" to display the description of the stirrup reinforcement.
Description Reinforcement Display
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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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In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- Is it possible to define only the user-defined additional reinforcement in certain areas of a surface in RF‑CONCRETE Surfaces, while the rest is determined automatically?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
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