Switching Between Results in Grid Points and Mesh Nodes
Keywords
Grid Mesh Grid point Mesh node FE mesh node Result Required Reinforcement Table Table value Result value Report
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Designing Surfaces Using Internal Forces Without Rib Component
For the design of concrete surfaces, the rib component of the internal forces can be neglected for the ULS calculation and for the analytical method of the SLS calculation, because this component is already considered in the member design. To do this, select the check box in the "Details" dialog box. If no rib was defined, this function is not available.
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Although all the member design checks have been fulfilled, I get the "Not Covered Reinforcement" result. What is the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- 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 design single-layer reinforced surfaces with RFEM 6?
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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?
