Where can I activate creep for concrete design?
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Modal Analysis in RFEM 6 Using a Practical Example
Modal analysis is the starting point for the dynamic analysis of structural systems. This article shows you a summary of how to perform a modal analysis in RFEM 6.
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Concrete Design | Definition of Effective Slab Widths of T-beams by Segment
Within a member, you can define the integration width and effective slab width of T-beams (ribs) with different widths. The member is divided into segments. The transition between the different flange widths can be either graded or specified as linearly variable. For the reinforced concrete design of the rib, the defined surface reinforcement can be considered as a flange reinforcement.- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- 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?
- Why are the members not valid for the Concrete Design add-on?
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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?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
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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.
- Is it possible to display the reinforcement description in RFEM 6?
- 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.
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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?
