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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
02:15 Construction stages definition on the model
22:15 Construction stages definition on the load side
35:20 Design based on construction stages
38:40 Review of results
Keywords
Dlubal Webinar Construction stage Construction process 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
- Product Description | Construction Stages Analysis (CSA) for RFEM 6
- More About RFEM 6
- More About RSTAB 9
- Add-Ons for RFEM 6 and RSTAB 9
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Consideration of Construction Stages in RFEM 6
The calculation of complex structures by means of finite element analysis software is generally performed on the entire model. However, the construction of such structures is a process carried out in multiple stages where the final state of the building is achieved by combining the separate structural parts. To avoid errors in the calculation of overall models, the influence of the construction process must be considered. In RFEM 6, this is possible by using the Construction Stages Analysis (CSA) add-on.
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The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- 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?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- How can I efficiently define line hinges on several surfaces?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
- 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?
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