Girder Grillage with Load Transfer Surfaces
Model to Download
Description
This model is used in the free webinar "Most Frequently Asked Questions Answered by Dlubal's Support Team" on September 1, 2022 (in English; on August 30, 2022 in German).
Model Used in
- Event 002658 | Most Frequently Asked Questions Answered by Dlubal's Support Team | September, 2022
- Event 002660 | Most Frequently Asked Questions Answered by Dlubal Support Team | September 2022
- Event 002660 | Most Frequently Asked Questions Answered by Dlubal Support Team | September 2022
- Video 003575 | Most Frequently Asked Questions Answered by Dlubal Support Team | September 2022
Keywords
Grillages Steel Steel structure
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- Views 213x
- Downloads 8x
- Updated 12/02/2022
- Number of Nodes 72
- Number of Lines 119
- Number of Members 108
- Number of Surfaces 4
- Number of Solids 0
- Number of Load Cases 1
- Number of Load Combinations 0
- Number of Result Combinations 0
- Total Weight 15.922 tons
- Dimensions 285.24 x 0 x 193.77 feet
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New
Practical Applications Using Python and RFEM 6 | 2D Truss Generator
This article looks at a practical use case of programming a 2D Truss Generator GUI with Python.
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How can I efficiently define line hinges on several surfaces?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- How do I define effective lengths when designing steel members in RFEM 6?
- Is it possible to display the deformation analysis of a surface (limit 0.5‰)?
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
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My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
- 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 do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s), Ωo 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?