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Documenting Results in the RFEM Printout Report
Video
First Steps with RFEM
08/26/2020
001764
Description
This webinar demonstrates how to create a verifiable printout report including graphics of surface and member results.
Time Schedule:
00:00 Introduction
01:45 Documentation of result values on members
11:50 Documentation of surface results (required reinforcement)
19:50 Finalization of the printout report (insert header, cover, text block and graphic, etc.)
Keywords
Dlubal Webinar Printout report Documentation Webinar about Dlubal Software Webinar Dlubal Tutorial
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Models to Download
Knowledge Base Articles

Mass Print of Design Components
Member design programs (such as RF‑/STEEL EC3, RF‑/STEEL AISC, RF‑/STEEL AS etc.) provide not only numerical evaluation of designs in tabular form but also all extreme values in form of diagrams using member lengths in the graphic environment. In this case, the Results navigator specifies which result components are considered in the diagrams (for example, only ultimate limit state design, only serviceability limit state design, envelope of all designs, and so on).
Screenshots
Product Features Articles

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. In the case of graphical print presentations, there is the option of title boxes.
Frequently Asked Questions (FAQ)
- Is it possible to create a table of contents in the printout report?
- How can I display the color scale of a graphic in the printout report?
- How is it possible to record parameter lists and formulas in the printout report?
- How can I create a curved or curved section?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- Is it possible to manually specify a longitudinal reinforcement for the design in RF-PUNCH Pro?
- After the design with RF-/TIMBER Pro, I had a cross-section optimized. Why is the utilization of the optimized cross -section now exceeded?
- Is it possible to design the support pressure or the sleeper pressure in RX-TIMBER?
- Can I simulate the cracked state of a concrete cross -section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why are the stresses of the 90 ° orientation not displayed in RF-LAMINATE for a layer with the orthotropic direction 90 ° for σb, 90?
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