Multi-Story Reinforced Concrete Building
Model to Download
Description
Download the model of a multi-story reinforced concrete building here, and open it with the structural FEA software RFEM.
This model is used in the free webinar "Consideration of Construction Stages in RFEM 6" on January 13, 2022 (in English; on January 11, 2022 in German).
Model Used in
- Knowledge Base 001737 | Defining Construction Stages in Terms of Modeling
- Event 002438 | Considering Construction Stages in RFEM 6
- Event 002441 | Considering Construction Stages in RFEM 6
- Event 002539 | Considering Construction Stages in RFEM 6
- Video 003074 | Considering Construction Stages in RFEM 6
- Video 003081 | Consider Construction Stages in RFEM 6
- Video 003081 | Consider Construction Stages in RFEM 6
Keywords
Construction stage Construction process Construction phase
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- Views 409x
- Downloads 43x
- Updated 12/01/2022
- Number of Nodes 152
- Number of Lines 277
- Number of Members 21
- Number of Surfaces 126
- Number of Solids 0
- Number of Load Cases 2
- Number of Load Combinations 0
- Number of Result Combinations 0
- Total Weight 1.673.639 tons
- Dimensions 129.17 x 678.12 x 43.04 feet
Disclaimer
This structural analysis model available for download may be used for learning or testing purposes. There is no guarantee or liability for the accuracy or completeness of the model.
New
Slab-Wall Connections in RFEM 6
The properties of the connection between a reinforced concrete slab and a masonry wall can be correctly considered in the modeling using a special line hinge that is available in RFEM 6. This article will show you how to define this type of hinge by using a practical example.
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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?
- 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?
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- How can I efficiently define line hinges on several surfaces?
