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  • More than 45,000 users in 95 countries
  • One software package for all application areas
  • Free support provided by experienced engineers
  • Short learning time and intuitive handling
  • Excellent price/performance ratio
  • Flexible modular concept, extensible according to your needs
  • Scalable license system with single and network licenses
  • Proven software used in many well-known projects


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Wind Simulation & Wind Load Generation

With the stand-alone program RWIND Simulation, wind flows around simple or complex structures can be simulated by means of a digital wind tunnel.

The generated wind loads acting on these objects can be imported to RFEM or RSTAB.

  • Material Model Orthotropic Masonry 2D

    Material Model Orthotropic Masonry 2D

    The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.

  • Graphical output of response

    CADS Footfall Analysis

    There is a known complexity of calculating footfall response on irregular floors or staircases of any type.
  • Analysis input

    CADS Footfall Analysis

    Footfall Analysis links with RFEM, using its model geometry, so that the user is not required to create a second model specifically for footfall analysis
  • Eigenmode mass participation graph

    CADS Footfall Analysis

    • Overall maximum response factors and critical nodes
    • Resonant analysis (maximum response factor, RMS acceleration, critical node, critical frequency)
    • Impulsive (transient) analysis (maximum response factor, peak acceleration/velocity, RMS acceleration/velocity, critical node, critical frequency)
    • Vibration dose values for both resonant andimpulsive analyses

    • Response factor vs walking frequency
    • Mass participation vs eigenmodes
    • Velocity time history
  • Bar Reinforcement Export to Revit

    The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.

    The reinforcement bars can be modified retroactively in Revit.

  • Export of Reinforcement RFEM - Revit

    Surface reinforcements defined in the RF-CONCRETE Surfaces add-on module can be exported to Revit as reinforcement objects via the direct interface. For this, you can optionally select surface, rectangular, polygon, and circular reinforcement areas in RF-CONCRETE Surfaces. In addition to bar reinforcement, it is also possible to export mesh reinforcement.
  • CSA A23.3 for RFEM/RSTAB | Features

    The material library already includes the Canadian types of concrete and reinforcing steel available for design. However, you can always define other materials for the design according to CSA A23.3.

    The units used for the reinforced concrete design according to CSA A23.3 are adjusted to the metric system by default.

  • RF-/CONCRETE Columns | Features

    • Full integration in RFEM/RSTAB with import of geometry and load case data
    • Automatic selection of members for design according to specified criteria (for example only vertical members)
    • The module extension EC2 for RFEM/RSTAB enables design of reinforced concrete according to the method based on nominal curvature in compliance with EN 1992-1-1:2004 (Eurocode 2) and the following National Annexes:
      • Deutschland DIN EN 1992-1-1/NA/A1:2015-12 (Germany)
      • ÖNORM B 1992-1-1:2018-01 (Austria)
      •  NBN EN 1992-1-1 ANB:2010 for design at normal temperature, and EN 1992-1-2 ANB:2010 for fire resistance design (Belgium)
      •  BDS EN 1992-1-1:2005/NA:2011 (Bulgaria)
      • EN 1992-1-1 DK NA:2013 (Denmark)
      • NF EN 1992-1-1/NA:2016-03 (France)
      • SFS EN 1992-1-1/NA:2007-10 (Finland)
      • UNI EN 1992-1-1/NA:2007-07 (Italy)
      • Lettland LVS EN 1992-1-1:2005/NA:2014 (Latvia)
      •  LST EN 1992-1-1:2005/NA:2011 (Lithuania)
      • MS EN 1992-1-1:2010 (Malaysia)
      • NEN-EN 1992-1-1+C2:2011/NB:2016 (Netherlands)
      •  NS EN 1992-1 -1:2004-NA:2008 (Norway)
      •  PN EN 1992-1-1/NA:2010 (Poland)
      • NP EN 1992-1-1/NA:2010-02 (Portugal)
      •  SR EN 1992-1-1:2004/NA:2008 (Romania)
      • SS EN 1992-1-1/NA:2008 (Sweden)
      • SS EN 1992-1-1/NA:2008-06 (Singapore)
      • STN EN 1992-1-1/NA:2008-06 (Slovakia)
      • SIST EN 1992-1-1:2005/A101:2006 (Slovenia)
      • UNE EN 1992-1-1/NA:2013 (Spain)
      • CSN EN 1992-1-1/NA:2016-05 (Czech Republic)
      • BS EN 1992-1-1:2004/NA:2005 (United Kingdom)
      • Weißrussland CPM EN 1992-1-1:2009 (Belarus)
      •  CYS EN 1992-1-1: 2004/NA: 2009 (Cyprus)
      In addition to the National Annexes (NA) listed above, you can also define a specific NA, applying user-defined limit values and parameters.
    • Optional consideration of creeping
    • Diagram based determination of buckling lengths and slenderness from the restraint ratios of columns
    • Automatic determination of ordinary and unintentional eccentricity from additionally available eccentricity according to the second-order analysis
    • Design of monolithic structures and precast elements
    • Analysis with regard to the standard reinforced concrete design
    • Determination of internal forces according to the linear static analysis and the second-order analysis
    • Analysis of governing design locations along the column due to existing load
    • Output of required longitudinal and link reinforcement
    • Fire resistance design according to the simplified method (zone method) according to EN 1992-1-2 allowing the fire resistance design of brackets.
    • Fire resistance design with optional longitudinal reinforcement design according to DIN 4102-22:2004 or DIN 4102-4:2004, Table 31
    • Longitudinal and link reinforcement proposal with graphic display in 3D rendering
    • Summary of design ratios including all design details
    • Graphical representation of relevant design details in RFEM/RSTAB work window
  • RF-PUNCH Pro | Input

    After opening the module, the materials and surface thicknesses defined in RFEM are preset. The nodes to be designed are recognized automatically. However, you can modify them manually.

    It is possible to consider openings in the area with risk of punching shear. The openings can be transferred from RFEM or specified only in RF‑PUNCH Pro so they do not effect the stiffnesses of the RFEM model.

    Parameters of the longitudinal reinforcement cover the number and direction of layers as well as the concrete cover separately defined by surface for the top and the bottom side of a slab. The next input window allows you to define all additional details for nodes of punching shear. The module recognizes the position of the punching node and automatically sets, whether the node is located in the center of the slab, on the slab edge or in the slab corner.

    In addition, it is possible to set punching load, load increment factor β, and the existing longitudinal reinforcement. Optionally, the minimum moments can be activated for determining the required longitudinal reinforcement and enlarged column head.

    To facilitate orientation, a slab is always displayed with the corresponding node of punching shear. Furthermore, you can open the design program by HALFEN, the German producer of rails for shear reinforcement. All RFEM data can be imported to this program for further easy and effective processing.

  • RF-PUNCH Pro | Design

    RF-PUNCH Pro determines the punching load on the basis of a single load (from column / loading / nodal support) and of the smoothed and unsmoothed shear force distribution along the control perimeter. However, it is also possible to enter user‑defined specifications.

    Since the module is fully integrated in RFEM, all nodes of punching shear on the reference surface are known. Therefore, you can perform the interference check of determined perimeters with the perimeters of adjacent columns.

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First Steps

First steps

We provide hints and tips to help you get started with the main programs RFEM and RSTAB.

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