- Extensive library of rolled, parametric thin-walled and thick-walled cross-sections
- Extensible library for material properties
- Import of dxf files
- Cross-section properties of thin-walled or thick-walled cross-sections
- Ideal section properties of cross-sections consisting of different materials
- Stress analysis
- Plastic capacity design with interaction of internal forces according to the Simplex Method
- Design of reinforcement and the subsequent design of concrete cross-section in the Concrete Design add-on (see Product Feature)
- Saving cross-sections as a block
- Scripting with JavaScript
- Interface with MS Excel for exporting tables
- Connection to Webservice & API (for example, optional creation of cross-section and access to result tables)
- Printout report
RSECTION | Features
- Extensive library of rolled, parametric thin-walled and thick-walled cross-sections
- Extensible library for material properties
- Import of dxf files
- Cross-section properties of thin-walled or thick-walled cross-sections
- Ideal section properties of cross-sections consisting of different materials
- Stress analysis
- Plastic capacity design with interaction of internal forces according to the Simplex Method
- Design of reinforcement and the subsequent design of concrete cross-section in the Concrete Design add-on (see Product Feature)
- Saving cross-sections as a block
- Scripting with JavaScript
- Interface with MS Excel for exporting tables
- Connection to Webservice & API (for example, optional creation of cross-section and access to result tables)
- Printout report
In the Construction Stages Analysis (CSA) add-on, you can use built-up cross-sections by applying the phase sections. This allows you to activate and deactivate the parts of the "Parametric - Massive II" section type throughout the construction stages.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
In the Geotechnical Analysis add-on, the Hook-Brown material model is available. The model shows linear-elastic ideal-plastic material behavior. Its nonlinear strength criterion is the most common failure criterion for rocks.
Material parameters can be entered via
- the rock parameters directly or alternatively via
- the GSI classification
described.
Weiterführende Informationen zu diesem Materialmodell und der Definition der Eingabe in RFEM finden Sie im entsprechenden Kapitel Hoek-Brown Model im Online-Handbuch für das Add-On Geotechnische Analyse.