FEA Software RFEM | Results
Result Evaluation and Printout Report
Further information
“When extending the mosque in Mecca, it was especially helpful in RFEM to visualize the structure in 3D rendering and share the results with project partners from different cultural backgrounds.”
Dipl.-Ing. Oliver Mauss
24 April 2014
Internal forces, deformations, and support forces are displayed in result tables and graphically on a model. Filtering options allow for targeted result selection. All data is documented in a multilingual printout report. The report content can be adjusted and saved as a template. Moreover, it is possible to export the printout report as an RTF or PDF file as well as in VCmaster.
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Color Representation of Internal Forces
Result tables display the available positive and negative internal forces in colors, including the relation to extreme values. The result tables of the design modules use color scales to represent respective design ratios. In this way, the governing locations are immediately apparent.
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Result Diagrams
The result diagrams of members, surfaces, and supports are freely configurable: You can define smooth ranges with average values or, if necessary, display and hide the result distributions. This option ensures targeted evaluation of results. All diagrams can be added in the printout report.
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Visualization of Results
The results on a rendered model are represented by a number of colors in order to easily detect deformations such as member rotation. You can freely define the colors and the range of values in the control panel. Deformations, surface stresses, and internal forces can be animated and saved as a video file.
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Detailed Result Tables
The first result table displays a summarized overview providing the equilibrium of forces in the structural system and the maximum deformations. Information about the calculation process is included as well. You can filter the result tables by specific criteria such as extreme values or design locations.
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Mass Print of Graphics
It is possible to print a model, loads, and results in a series. Graphics can be created on the basis of different directions to be specified. For example, you can print all internal forces as an isometric view with a single mouse‑click.
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Printout Report Export in RTF or PDF File and in VCmaster
There are various languages available for the results included in a printout report: English, German, French, Spanish, Italian, Czech, Slovak, Hungarian, Polish, Dutch, Portuguese, Russian, and Chinese. You can individually create further languages.
It is possible to import additional texts as RTF files. Page numbering can be configured as well in order to use prefixes, for example. Furthermore, you can export the printout report as a RTF or PDF file as well as in VCmaster.
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Printout Report Extent Management
The extent of a printout report can be individually adjusted by means of selection criteria. You can create printout templates based on already existing printouts and reuse them globally for all design projects.
Contact us
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Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
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| Introductory Example | |
| Tutorial |
New
Determining Variable Cross-Section Depth of Tapered Member Using 'Connect Lines or Members'
In RFEM, if you want to insert a tapered member with intermediate nodes into an existing model, the question often arises how to quickly determine the individual cross-section depths of the tapered members. The ‘Connect Lines or Members’ command comes in handy for this purpose.
![Relaxation Losses for 0.7 ∙ fpk According to EN 1992-1-1 [1]](/-/media/Images/website/pages/solutions/online-tools/glossary/000211/2707400.png?la=en&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=2B715A99FB4A24F27FD471E9D503F2F936DE6DF9)
New
Depending on stiffness, mass, and damping, structures react differently to wind action.
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
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Why are my steel members not being designed for stability in RF-STEEL AISC?
- How do I define temperature loads on a composite beam?
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How can I apply concentrated loads to a curved surface?
- Can I define surfaces with any number of boundary lines?
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
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I created a very simple model to check the manual calculation. I can't get to the expected results. Could you give me an advice please?
- How can I import an IGES or STEP file into RFEM?
- How is it possible to add or remove tables in the printout report?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
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