We provide hints and tips to help you get started with the RFEM program.
Consider Construction Stages in RFEM 6
Video
First Steps with RFEM
Description
This webinar shows how to use the structural analysis software RFEM 6 with its Construction Stages Analysis (CSA) add-on to consider the construction process of structures.
Time Schedule:
00:00 Introduction
03:10 Construction stages definition on the model
14:00 Construction stages definition on the load side
25:35 Design based on construction stages
31:20 Review of results and documentation
39:40 New features of the add-on Construction Stages Analysis (CSA)
Keywords
Dlubal Webinar Construction stage Construction process Webinar on Dlubal Software Webinar Dlubal Tutorial building engineering Civil engineering Structural engineer Structural Design Structural designer Structural analysis Structural Engineer Dlubal Software
Downloads
Links
- Product Description | Structural Analysis Software RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
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New
Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
New
Parameterizing Models in RFEM 6/RSTAB 9
New
Consideration of Cross-section Warping in the Stability Analysis of Member Structures
New
Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
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Determination of Critical Load Factors Using the Structure Stability Add-on in RFEM 6 and RSTAB 9
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How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
- Why the eHORA map of Austria gives different snow loads than your Geo-Zone tool?
- 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?
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Frequently Visited Pages
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
