2024-09-18
030665
Resulting Modal Analysis of Tower Structure in RFEM 6
Modal Analysis of Tower Structure
3D Model
Specifications
| Number of Nodes | 179 |
| Number of Lines | 424 |
| Number of Members | 424 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 85 |
| Total Weight | 8.390 tons |
| Dimensions (Metric) | 3.415 x 37.000 x 3.415 m |
| Dimensions (Imperial) | 11.2 x 121.39 x 11.2 feet |
2024-09-18
030651
Resulting Modal Analysis of Masonry Structure in RFEM 6
Modal Analysis of Masonry Structure
3D Model
Specifications
| Number of Nodes | 788 |
| Number of Lines | 1042 |
| Number of Members | 145 |
| Number of Surfaces | 167 |
| Number of Solids | 0 |
| Number of Load Cases | 11 |
| Number of Load Combinations | 72 |
| Number of Result Combinations | 1 |
| Total Weight | 1282.130 tons |
| Dimensions (Metric) | 15.795 x 20.300 x 11.262 m |
| Dimensions (Imperial) | 51.82 x 66.6 x 36.95 feet |
2024-03-09
026802
Resulting Modular Analysis of Reinforced Concrete Structure in RFEM 6
Resulting Modular Analysis of Reinforced Concrete Structure
Used in
3D Model
Specifications
| Number of Nodes | 258 |
| Number of Lines | 281 |
| Number of Members | 121 |
| Number of Surfaces | 53 |
| Number of Solids | 0 |
| Number of Load Cases | 7 |
| Number of Load Combinations | 1 |
| Number of Result Combinations | 2 |
| Total Weight | 2733.234 tons |
| Dimensions (Metric) | 21.000 x 28.000 x 26.000 m |
| Dimensions (Imperial) | 68.9 x 91.86 x 85.3 feet |
2024-03-09
021291
Tower for Telecommunications Use
Tower
Used in
3D Model
Specifications
| Number of Nodes | 179 |
| Number of Lines | 424 |
| Number of Members | 424 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 85 |
| Total Weight | 8.390 tons |
| Dimensions (Metric) | 3.415 x 37.000 x 3.415 m |
| Dimensions (Imperial) | 11.2 x 121.39 x 11.2 feet |
2024-08-08
021909
Deformation of Steel Tower for Telecommunications, Resulting Animation from RFEM
Deformation of Steel Tower for Telecommunications
3D Model
Specifications
| Number of Nodes | 179 |
| Number of Lines | 424 |
| Number of Members | 424 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 85 |
| Total Weight | 8.390 tons |
| Dimensions (Metric) | 3.415 x 37.000 x 3.415 m |
| Dimensions (Imperial) | 11.2 x 121.39 x 11.2 feet |
2024-05-30
023235
FAQ 005074 | TOWER Loading - Manual Assignment
FAQ 005074 | Can RF-/TOWER Loading also be used without other TOWER add-on modules?
Used in
3D Model
Specifications
| Number of Nodes | 179 |
| Number of Lines | 424 |
| Number of Members | 424 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 85 |
| Total Weight | 8.390 tons |
| Dimensions (Metric) | 3.415 x 37.000 x 3.415 m |
| Dimensions (Imperial) | 11.2 x 121.39 x 11.2 feet |
2024-09-18
030433
Modal Analysis of Tower Structure | Animation
Deformation of Tower Structure | Animation
3D Model
Specifications
| Number of Nodes | 179 |
| Number of Lines | 424 |
| Number of Members | 424 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 10 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 85 |
| Total Weight | 8.390 tons |
| Dimensions (Metric) | 3.415 x 37.000 x 3.415 m |
| Dimensions (Imperial) | 11.2 x 121.39 x 11.2 feet |