Beam
Model to Download
19 February 2021
001511
Description
Steel beam A model or drawing of a structure that provides information about the essential load-bearing elements.
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Models to Download
Knowledge Base Articles

Parameterized FE Model for Designing Rigid End Plate Joints
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Product Features Articles

SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
Frequently Asked Questions (FAQ)
- Is it possible to set user-defined values when viewing solid stress results?
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- I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
- In connection with the calculation according to the large deformation analysis, I get significantly smaller deformations than for the calculation according to the linear static or second-order analysis. How is this possible?
- "During the calculation of material non-linearity, the material with a decreasing branch of the diagram can be calculated with one load increment only." Why do I get this error?
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How can I perform a stability/buckling analysis on a load-bearing structure?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- The calculation of my model results in unrealistically high stresses at many locations. What is the reason?
- Is it also possible to enter the temperature for a surface in the XZ plane by using the height (variable in Z)?
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