We provide hints and tips to help you get started with the basic program RFEM.
KB 000621 | Unifying Project Management for the Entire Company
Video
First Steps with RFEM
Description
Because of the rapid development in the IT sector, for structural design too, the trend is towards a global model. Large projects are rarely carried out by one single engineer. A unified project management is the key to successful work in major projects.
Keywords
Dlubal Knowledge Base Project Management Network Common Dlubal KB Knowledge Base Technical Contribution
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Unifying Project Management for the Entire Company
Because of the rapid development in the IT sector, for structural design too, the trend is towards a global model. Large projects are rarely carried out by one single engineer. A unified project management is the key to successful work in major projects.
![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-US&mlid=C2E80B587F7242A5B9D48A27B3803F4A&hash=B8773E91D1A592AEE528D969311BE1A0D01E46E1)
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Depending on stiffness, mass, and damping, structures react differently to wind action.
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The project files are located in the network. Is it possible that the same project structure is displayed for each employee in the Project Manager?
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In Project Manager, there is the work time indicated for models. How can I set this work time to zero? - Can I delete the results of models without opening the files and changing for example some nodes? The files are stored in different directories.
- Is it possible to import RSTAB systems to RFEM?
- How to calculate the static depth d when designing the bending of block foundations (calculation as an equivalent beam)?
- 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 is it possible to add or remove tables in the printout report?
- The display of result values is too inaccurate. Where can I set to see more result values for member internal forces?
- How do I apply prestress to tension members?
