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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Punching Shear Design in RFEM 6
The punching shear design, in line with EN 1992-1-1, should be performed for slabs with a concentrated load or reaction. The node where the design of punching shear resistance is performed (i.e., where there is a punching problem) is called a node of punching shear. The concentrated load at these nodes can be introduced by columns, concentrated force, or nodal supports. The end of the linear load introduction on slabs is also regarded as a concentrated load and therefore, the shear resistance at wall ends, wall corners, and ends or corners of line loads and line supports should be controlled as well.
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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.- Is it possible to design single-layer reinforced surfaces with RFEM 6?
- What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?
- I would like to perform punching design of a floor slab. I have selected nodes for the design, but they are marked as invalid. Where did I make a mistake?
- Is the deformation analysis in state II included in the concrete design in RFEM 6?
- How can I open the interaction diagram from Concrete Design?
- Why are the members invalid for the Concrete Design add-on?
- Where can I activate creep for concrete design?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- What is the meaning of the two terms "Factorize provided reinforcement" and "Optimize provided reinforcement" in the concrete design?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
