We provide hints and tips to help you get started with the RFEM program.
Model and Design Reinforced Concrete Structures in RFEM 6 and RSTAB 9
Video
First Steps with RFEM
Description
In this free webinar, we show you how to model and design reinforced concrete structures in the structural analysis and design programs RFEM 6 and RSTAB 9.
Time Schedule:
00:00 Introduction
05:20 Reinforced concrete structure modelling in RFEM 6
14:50 Reinforced concrete structure design according to Eurocode 2
47:00 Evaluation of results and documentation in the printout report
Keywords
Dlubal Webinar Free webinar RFEM 6 RSTAB 9 Reinforced concrete structures Concrete design Structural analysis software Webinar on Dlubal Software Webinar Dlubal Tutorial Construction industry Civil engineering Structural engineer Structural Design structural engineer Structural analysis Structural Engineer Dlubal Software
Downloads
Links
Write Comment...
Write Comment...
Contact
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
New
Time-Dependent Analysis Add-on in RFEM 6 and RSTAB 9
This article shows how the “Time-Dependent Analysis” add-on is integrated in RFEM 6 and RSTAB 9.
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- How can I efficiently define line hinges on several surfaces?
- My live load is less than or equal to 100 psf. How do I consider the reduced load factor in the ASCE 7 load combinations?
- I do not see the seismic load cases in my generated ASCE 7 load combinations (COs). How do I add them?
- How do I create an imperfection based on a mode shape in RFEM 6?
- How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?
- How can I consider various wind profiles for various wind directions?
