Control of Crack Condition for Deformation and Crack Width Analysis
Product Feature
- Crack state calculated from associated load
- Crack state determined as an envelope from all SLS design situations
- Cracked state of cross-section - independent of load
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Design of Deep Beams in RFEM 6
According to EN 1992-1-1 [1], a beam is a member of which the span is no less than 3 times the overall section depth. Otherwise, the structural element should be considered as a deep beam. The behavior of deep beams (i.e., beams with a span less than 3 times the section depth) is different from the behavior of normal beams (i.e., beams with a span that is 3 times greater than the section depth). However, designing deep beams is often necessary when analyzing the structural components of reinforced concrete structures, since they are used for window and door lintels, upstand and downstand beams, the connection between split-level slabs, and frame systems.
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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?
- 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?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How can I consider various wind profiles for various wind directions?
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How can I carry out case-related design for different load situations?
- How can I check the way RFEM 6 determines the required reinforcement?
Associated Products
RFEM 6
Main Program
The structural analysis program RFEM 6 is the basis of a modular software system. The main program RFEM 6 is used to define structures, materials, and loads of planar and spatial structural systems consisting of plates, walls, shells, and members. The program can also design combined structures as well as solid and contact elements.
Price of First License
3,990.00 USD
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