Steel Hall
Model to Download
25 February 2021
001552
Description
This model was used to demonstrate creating a PDF version of the printout report in two different ways.
Model Used in
Keywords
PDF Printout report Export Result
Links
- Views 142x
- Downloads 20x
- Updated 29 March 2021
- Size 5.48 MB
- Number of Nodes 22
- Number of Lines 32
- Number of Members 32
- Number of Load Cases 4
- Number of Load Combinations 2
- Number of Result Combinations 1
- Total Weight 4.394 t
- Dimensions 12.600 x 10.600 x 5.300 m
- Program Version 5.23.02.155292
Disclaimer
Recommended Events
Timber Beam and Surface Structures | Part 1: Modeling, Load Input, Combinatorics
Webinar 4 May 2021 2:00 PM - 3:00 PM CEST
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Online Training 20 May 2021 8:30 AM - 12:30 PM CEST
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Online Training 2 June 2021 8:30 AM - 12:30 PM CEST
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Webinar 1 December 2020 2:00 PM - 2:45 PM CET
Videos
Models to Download
Knowledge Base Articles

New
A PDF version of the printout report can be created in two ways. The most common way is to use a PDF printer that must be previously installed. The printer will be controlled like a real printer.
Screenshots
Product Features Articles

Material Database with Steels According to the Australian Standard AS/NZS 4600:2005
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.Frequently Asked Questions (FAQ)
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Why are my steel members not being designed for stability in RF-STEEL AISC?
- 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?
- Is it possible to set user-defined values when viewing solid stress results?
- How can I create a curved or arched section?
- How are the signs for the release results of a line release and line hinges interpreted?
- How can I get the member end forces to design the connections?
- I would like to calculate and design "temporary structures." What do I need for this?
- How can I create a drilled beam in RFEM?
- I design a cross-section created in the SHAPE‑THIN program by using the RF‑STEEL EC3 add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General." What can I do?
- I would expect the results from my load combination (CO) set to a linear analysis to equal the summation of the results from my load cases (LC) also set to a linear analysis. Why do the results not match?
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