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KB 000514 | Improved Cross-Section Optimization
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First Steps with RFEM
29 January 2021
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Description
When optimizing cross -sections in the add -on modules, you can also select any defined cross -section favorites lists - in addition to the cross -sections from the same cross -section row as the original cross -section.
Keywords
Dlubal Knowledge Base Optimization cross-section table Favorites list Dlubal KB Knowledge Base Technical Contribution
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Improved Cross-Section Optimization
When optimizing cross -sections in the add -on modules, you can also select any defined cross -section favorites lists - in addition to the cross -sections from the same cross -section row as the original cross -section.
Screenshots
RF-/PLATE-BUCKLING Add-on Module for RFEM/RSTAB | Plate Buckling Analysis for Plates with or Without Stiffeners According to 1993-1-5
RFEM/RSTAB Add-on Module RF-IMP/RSIMP | Generation of Geometric Replacement Imperfections and Pre-deformed Replacement Structures
Extension of the RF-/STEEL Warping Erosion module | Lateral -torsional buckling analyzes of members according to the second -order theory with 7 degrees of freedom
RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
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)
- I am trying to manually check the deformations from the CRANEWAY add-on module. However, I obtain great deviations. How to explain the differences?
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- Why is there no stability analysis displayed in the results despite the activation of the stability analysis in RF‑/STEEL EC3?
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