Arcs
Model to Download
Description
This model was used to explain the 'Tangent to Circles or Arcs' function.
Model Used in
Keywords
Modeling CAD Tool Tangent Circle Arc
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Models to Download
Knowledge Base Articles

New
In RFEM, various tools for modeling are available. The modeling functions make it possible to quickly represent complex structures efficiently in the program.
Screenshots
RF-/DYNAM Pro - Natural Vibrations Add-on Module for RFEM/RSTAB | Determination of natural frequencies and mode shapes
RF-/PLATE-BUCKLING Add-on Module for RFEM/RSTAB | Plate Buckling Analysis for Plates with or Without Stiffeners According to 1993-1-5
RFEM/RSTAB Add-on Module RF-IMP/RSIMP | Generation of Geometric Replacement Imperfections and Pre-deformed Replacement Structures
Extension of the RF-/STEEL Warping Erosion module | Lateral -torsional buckling analyzes of members according to the second -order theory with 7 degrees of freedom
RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
RFEM add-on module RF-CONCRETE NL | Nonlinear reinforced concrete calculation for the serviceability limit state
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
RF-/DYNAM Pro-Natural Vibrations Add-on Module for RFEM/RSTAB | Determination of Natural Frequencies and Mode Shapes
Product Features Articles

New
Depending on stiffness, mass, and damping, structures react differently to wind action.
Frequently Asked Questions (FAQ)
- I have bought a new computer. How can I use my softlock license on it?
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- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Is it possible to keep the results from RWIND Simulation when deleting the FE mesh if I only adjust materials or support conditions?
- Why are the values of a column base, head or center on the individual columns only displayed partially for the results from the calculation in RF‑CONCRETE Columns?
- How do I enter the temperature difference for a T -beam defined as a rib?
- In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the error that says torsion limit exceeded. How do I bypass this error message?
- Is it possible to display the load cases and load combinations related to a result combination that lead to the maximum/minimum result?
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