KB 1900 | Settlement Comparison
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  • 3D Viewer | Babylon
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KB 1900 | Settlement Comparison
2026-01-26
061108
  • RFEM 6

KB 1900 | Settlement Comparison

The image shows a comparison of the settlement of the foundation slab under its self-weight (top) and under the characteristic load combination with traffic load and accompanying wind action (bottom).
  • Soil massif
  • Constrained modulus method
  • Soil-structure interaction
  • RWIND
  • CFD
  • High-rise building
  • Response spectrum method
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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