2024-05-30
032209
Sky Bridge Pedestrian Bridge (Photo: © Denis Pagáč, Source: Sky Bridge 721 – Dolní Morava Ski Resort – Czech Republic)
CP 001237 | Sky Bridge Footbridge (Photographer: © Denis Pagáč)
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032210
Overall View of Sky Bridge Footbridge (© Source: Sky Bridge 721 - Mountain Resort Dolní Morava - Czech Republic)
CP 001237 | Overall View of Sky Bridge Footbridge (© Source: Sky Bridge 721)
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032211
Steel Structure of Pylon (Photo: © Denis Pagáč, Source: Sky Bridge 721 - Mountain Resort Dolní Morava - Czech Republic)
CP 001237 | Steel Structure of Pylon (Photo: © Denis Pagáč)
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032226
3D Member Model of Footbridge in RFEM 5
CP 001237 | 3D Member Model of Footbridge in RFEM 5
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032227
3D Model of Footbridge Pylon in RFEM 5
CP 001237 | 3D Model of Footbridge Pylon in RFEM 5
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032228
Model of Rope Anchoring System, Stress Calculation, and Design
CP 001237 | Model of Rope Anchoring System, Stress Calculation, and Design
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |
2024-05-30
032003
View of Pylon | Suspension Footbridge in Dolní Morava, Czech Republic | © TAROS NOVA | www.taros-nova.cz
Pylon of Suspension Footbridge
3D Model
Specifications
Number of Nodes | 9818 |
Number of Lines | 11184 |
Number of Members | 10273 |
Number of Surfaces | 650 |
Number of Solids | 0 |
Number of Load Cases | 21 |
Number of Load Combinations | 220 |
Number of Result Combinations | 4 |
Total Weight | 234.262 tons |
Dimensions (Metric) | 720.867 x 88.585 x 31.940 m |
Dimensions (Imperial) | 2365.05 x 290.63 x 104.79 feet |