You can display the reinforcement direction in two ways:
1. Activate the "Show Reinforcement Direction" option in the Results navigator. In addition, you can activate the "For Each FE Element" option. It is particularly interesting if the alignment of the FE axes is curved or arranged radially.
2. When using the "Values on Surfaces" and the "Groups" option, the result values are shown in the direction in which the rebars are placed.
Mr. Baumgärtel provides technical support for Dlubal Software customers.
Knowledge Base
Knowledge Base
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.
Surface reinforcements defined in the RF-CONCRETE Surfaces add-on module can be exported to Revit as reinforcement objects via the direct interface. To do this, you can optionally select surface, rectangular, polygon, and circular reinforcement areas in RF-CONCRETE Surfaces. In addition to bar reinforcement, it is possible to export mesh reinforcement.
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 (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) 
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) 
TKP EN 1992-1-1:2009 (Belarus) 
CYS EN 1992-1-1:2004/NA:2009 (Cyprus) 
Main Program
The new generation of 3D FEA software is used for the structural analysis of members, surfaces, and solids.
Add-On
The Concrete Design add-on allows for various design checks according to international standards. You can design members, surfaces, and columns, as well as perform punching and deformation analyses.
Add-On
The Construction Stages Analysis (CSA) add-on allows for considering the construction process of structures (member, surface, and solid structures) in RFEM.
Add-On
In RFEM, the Geotechnical Analysis add-on uses properties from soil samples to determine the soil body to be analyzed. The accurate determination of soil conditions significantly affects the quality of the structural analysis of buildings.
Add-On
The Modal Analysis add-on allows for the calculation of eigenvalues, natural frequencies, and natural periods for member, surface, and solid models.
Add-On
The Response Spectrum Analysis add-on performs seismic analysis using multi-modal response spectrum analysis. The spectra required for this can be created in compliance with the standards or can be user-defined. The equivalent static forces are generated from them. The add-on includes an extensive library of accelerograms from seismic zones that can be used to generate the response spectra.
Add-On
Using the Pushover Analysis add-on, you can analyze the seismic actions on a particular building, and thus assess whether the building can withstand an earthquake.
Add-On
The Building Model add-on for RFEM allows you to define and manipulate a building using stories. The stories can be adjusted in many ways afterwards. The information about stories and the entire model (center of gravity) is displayed in tables and graphics.
Add-On
The Masonry Design add-on for RFEM allows you to design masonry using the finite element method. It was developed as part of the research project titled DDMaS – Digitizing the Design of Masonry Structures. The material model represents the nonlinear behavior of the brick-mortar combination in the form of macro-modeling.
