Keywords
Material Model Nonlinear Plastic Solidification Modulus Nonlinear material
Links
Write Comment...
Write Comment...
Contact us
Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.
Recommended Events
Videos
Models to Download
Knowledge Base Articles

New
Effective Representation of Reinforcement
An effective way to graphically represent reinforcement is to arrange it in groups.
Screenshots
Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
- How can I model a support of a member on a bracket with screws?
- According to which theory, the temporary loads and the created combinations are calculated in RF-STAGES or STAGES.
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, i.e. the design against pulling out of the column?
- How can I create a twisted beam in RFEM?
- I often edit the reinforcement provided by the program. Adjusting the reinforcement by using coordinates takes much effort and time if having several beams in the model. Is there any way to speed up the reinforcement editing?
- For which programs is the STEEL Warping Torsion add-on module available?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- How do you define the descriptions of various reinforcement results,such as the required reinforcement?