Reinforced Concrete Building
Model to Download
- Views 1611x
- Downloads 134x
- Updated 25 May 2022
- Number of Nodes 101
- Number of Lines 141
- Number of Members 8
- Number of Surfaces 16
- Number of Load Cases 5
- Number of Load Combinations 52
- Number of Result Combinations 4
- Total Weight 212,954 t
- Dimensions 14,538 x 11,538 x 6,038 m
- Program Version 5.21.01.150790
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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
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How can I modify the lamella thickness for a glulam section in RFEM 6?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
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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 have trouble with design of a steel structure. For a singly symmetric cross-section (UPE), the program cannot perform the stability analysis. It reports that the Equivalent Member Method 6.3.3 is not applicable for an unsymmetrical cross-section. Is it possible to design such cross-sections in the program?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- I have trouble with design of a steel structure. For a singly symmetric cross-section (UPE), the program cannot perform the stability analysis. It reports that the Equivalent Member Method 6.3.3 is not applicable for an unsymmetrical cross-section. Is it possible to design such cross-sections in the program?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?