Solid
Glossary Term
Additional properties can be assigned to the solid such as homogeneous, isotropic or orthotropic materials, properties of an ideal gas or contact properties between two surfaces.
Entering in RFEM
Solids can be entered and defined by using the menu "Insert" → "Model Data" → "Solids" or the Data Navigator. Select the surrounding surfaces and define the solid type in the dialog box.
Keywords
Reference
Links
Recommended Events
Timber Beam and Surface Structures | Part 1: Modeling, Load Input, Combinatorics
Webinar 05/04/2021 2:00 PM - 3:00 PM CEST
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 05/06/2021 8:30 AM - 12:30 PM CEST
Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
Online Training 05/12/2021 8:30 AM - 12:30 PM CEST
Eurocode 5 | Timber structures according to DIN EN 1995-1-1
Online Training 05/20/2021 8:30 AM - 12:30 PM CEST
RFEM | Structural dynamics and earthquake design according to EC 8
Online Training 06/02/2021 8:30 AM - 12:30 PM CEST
Videos
RFEM 5 Tutorial for Students | 015 Dynamics: Response Spectrum Analysis | Input Data
Length 9:17 min
KB 000748 | Designing Surfaces Using Internal Forces Without Rib Component in RF-CONCRETE Surfaces
Length 0:50 min
Models to Download
Knowledge Base Articles

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In RF-/FOUNDATION Pro, the user can freely select the proportion of the relieving soil pressure by means of the factor kred.Screenshots
RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
RFEM/RSTAB add-on module RF-/JOINTS Timber-Timber to Timber | Design of direct timber connections according to Eurocode 5
RFEM/RSTAB add-on module RF-/JOINTS Steel-Column Base | Hinged and restrained column bases according to EC 3
RFEM add-on module RF-LOAD-HISTORY | Consideration of plastic deformations from previous load conditions
RFEM/RSTAB add-on module RF-/FE-LTB | Lateral -torsional buckling analysis according to theory II. Order (FEM)
RFEM/RSTAB add-on module RF-/JOINTS Steel-DSTV | Standardized connections in steel buildings according to EC 3
Product Features Articles

New
Depending on stiffness, mass, and damping, structures react differently to wind action.
Frequently Asked Questions (FAQ)
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
- When using the "Apply support reactions as load" function, I get the message "No surface was selected on which the load should act." What is the background of the message?
- Are the result values in the FE elements averaged or do they refer to nodal values? Where can this be set?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- How do I enter the temperature difference for a T -beam defined as a rib?
- Is it possible to set user-defined values when viewing solid stress results?
- How are the signs for the release results of a line release and line hinges interpreted?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- Is it possible to use an average region in the result from contact stress?
- I would like to calculate and design "temporary structures." What do I need for this?
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