Building Model with Columns
Model to Download
Description
Building Model with Columns
Keywords
Building Columns Timber Concrete
Write Comment...
Write Comment...
- Views 174x
- Downloads 17x
- Updated 8 April 2022
- Number of Nodes 24
- Number of Lines 32
- Number of Members 16
- 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 5.061 t
- Dimensions 8,000 x 10,000 x 7,000 m
Disclaimer
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![[DE] Parametric, Structural Dimensioning of Structures Utilizing Commercial Software](/-/media/Images/netgenium/thumbnails/2/9/8/2/3/2982372/2982372.png?la=en&mw=348&mlid=E0DE894899DD4013B1D5F95D3EBE7080&hash=E99F49173AA6BCDD04C7A8A26D91C2D490699D3B)
![[PL] CP 001184 | "Terma Bania" Building Extension and Renovation in Białka Tatrzańska, Poland](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964951/2964951.png?la=en&mw=348&mlid=9DC8AE61D3E74C76877B9709B1D6F554&hash=57ECD691BED615182A739F30B5F4246CCB748CCA)
![[DE] KB 001654 | Berücksichtigung von Mitnahmeeffekten bei getrennten Bodenplatten mit RF-SOILIN](http://img.youtube.com/vi/AuY18u0BXK8/mqdefault.jpg)
Describing the procedure for the serviceability limit state design of a floor slab made of steel fiber-reinforced concrete.
Nonlinear Calculation of a Floor Slab Made of Steel Fiber-Reinforced Concrete in the Ultimate Limit State with RFEM
New
Local Buckling of Flexural Members per ADM 2020 in RFEM 6
How to Work Effectively with the Building Model Add-on in RFEM 6
Wind Flow on Laterally Open Structures According to DIN 1055-4
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How do I create a frame joint with taper in JOINTS Steel - Rigid?
- I would like to extend an existing structure with a false ceiling that is not connected to the existing columns. How can I model it?
- For line releases, I obtain the resultants in the horizontal direction, which I cannot understand.
- How can I display wind speeds at a certain height above the ground for a wind comfort analysis?
- Can I also use the wind load generator for open buildings?
- When evaluating the support reactions of a plate supported by line supports, I noticed that the support reaction pz' does not correspond to the shear force and deviates significantly. Why?
- How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
- What is the meaning of the "Activate Weld Design" option in the detailed settings of RF‑/STEEL EC3?
- Why do I obtain different results for the same end plate joint in RF‑/JOINTS Steel - DSTV and RF‑/JOINTS Steel - Rigid?
