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Stress Analysis of Surfaces and Members in RFEM 6
Video
First Steps with RFEM
Description
In this webinar, we show you how to model and design structures consisting of sheet metal and how to perform strain analyses in RFEM 6.
Time Schedule:
00:00 Introduction
03:45 Modeling and designing sheet metal structures
52:10 Performing strain analyses
58:50 Applying representatives
1:01:40 Result evaluation and documentation
Keywords
Dlubal Webinar RFEM 6 RSTAB 9 Stress analysis Strain analysis Result evaluation Documentation 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
- More About RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
- RWIND Simulation | Wind Simulations in Digital Wind Tunnel
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Member and Surface Configurations for Stress-Strain Analysis
This article shows how to manage the input data for member and surface design configurations within the Stress-Strain Analysis add-on.
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- Is it possible to display the deformation analysis of a surface (limit 0.5‰)?
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Why cannot I define a rotation when defining layers?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
- Is it possible to calculate the weld stresses between surfaces with RFEM 6?
- For the settlement calculation in the RF‑SOILIN add-on module, the specific weight gamma and gamma,sat are required for the soil. What do I need the value gamma,sat for, and how is it assumed in the calculation?
- How does the "Orthotropic Plastic" material model work in RFEM?
- I would like to define a line support with ineffective tension and apply the tension force on this line using a nodal support instead. Why does the line support still receive a tension force?
- Is it possible to consider the reduction of strength in the heat affected zone (HAZ) in the RF‑/ALUMINUM add-on module?
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