Display of the elastic support coefficients with quasi-permanent selection in the wizard.
Coefficients of elastic support from quasi-permanent load combinations.
Coefficients of elastic support from a quasi-permanent load combination in structural design.
Display of the elastic support coefficients with quasi-permanent selection in the wizard.
Coefficients of elastic support from quasi-permanent load combinations.
Coefficients of elastic support from a quasi-permanent load combination in structural design.
2025-12-11
060581
  • RFEM 6
  • Geotechnical Analysis for RFEM 6
  • Soil Structure Interaction
    • Eurocode 7

Elastic Support Coefficients Quasi-Permanent Selection

Display of the elastic support coefficients with quasi-permanent selection in the wizard.

The image shows coefficients of the elastic support that originate from a corresponding load combination of the design situation. This design situation was identified with the selection “Quasi-Permanent” in the combination wizard. An insight into the technical settings for the elastic support is provided.
  • Elastic support
  • Permanent
  • Load combination
  • Structural design
  • Design situation
Used in
  • Constrained Modulus Method in RFEM 6
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2025-12-11
060582
  • RFEM 6
  • Geotechnical Analysis for RFEM 6
  • Soil Structure Interaction
    • Eurocode 7
Coefficients of Elastic Foundation
Coefficients of elastic support from quasi-permanent load combinations.

The image shows settings with coefficients for the elastic support in a load combination. The design situation selection is set to “Quasi-permanent.” These parameters are selected specifically for the structural analysis in the combination wizard.
  • Coefficients
  • Elastic support
  • Load combination
  • Design situation
  • Quasi-permanent
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2025-12-11
060583
  • RFEM 6
  • Geotechnical Analysis for RFEM 6
  • Soil Structure Interaction
    • Eurocode 7
Elastic Support Coefficients for Quasi-Permanent Selection
Coefficients of elastic support from a quasi-permanent load combination in structural design.

The image shows elastic support coefficients determined in a wizard for load combinations in construction. The coordinates are taken from the quasi-permanent design situation. It provides insights into the technical settings of elastic support in the context of special structural loads for construction designers. The wizard determines suitable combinations that can be used for further structural analysis.
  • Elastic support
  • Quasi-permanent
  • Load combination
  • Design situation
  • Structural analysis
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