KB 1967 | Total deformation due to torsional wind load
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  • 3D Viewer | Babylon
  • Virtual Reality
KB 1967 | Total deformation due to torsional wind load
2026-01-26
061111
  • RFEM 6

KB 1967 | Total Deformation Due to Torsional Wind Load

KB 1967 | Total deformation due to torsional wind load

The image shows the total deformation due to the characteristic load combination with prevailing wind load and accompanying live load. The upper part shows an isometric view and the lower part a top view.
  • Soil massif
  • Constrained modulus method
  • Soil-structure interaction
  • RWIND
  • CFD
  • High-rise building
  • Response spectrum analysis
Used in
  • Twisted High-Rise Building Under Wind and Seismic Loads with 2D Soil Model
3D Model
More About 3D Model
  • KB 1967 | Modern High-Rise Building with Glass Facade and Floor Slab
Specifications
Number of Nodes 849
Number of Lines 1063
Number of Members 300
Number of Surfaces 362
Number of Solids 0
Number of Load Cases 7
Number of Load Combinations 16
Number of Result Combinations 1
Total Weight 10049.760 t
Dimensions (Metric) 80.000 x 70.000 x 80.000 m
Dimensions (Imperial) 262.47 x 229.66 x 262.47 feet
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