In RX-TIMBER Roof, you can set the following calculation specifications: *Selection of the designs to be performed (ULS, SLS, fire resistance)
Product Feature
Product Feature
After the calculation, the results of performed designs, including all required intermediate values, are displayed in clearly arranged result tables sorted by various criteria. Since the program displays the intermediate values in detail, the transparency of all designs is ensured. It is possible to display the distribution of internal forces for each x-location of the beam in a separate graphical window. Here, both the deformations and the individual internal forces can be displayed.
Designs with design details and selected result diagrams can be added in the printout report, providing clearly arranged documentation. The printout report can include graphics, descriptions, drawings, and more. Moreover, it is possible to select which calculation data will be covered in the printout.
There are various options available for modeling a roof. Graphical representations facilitate the geometry input. Modifications are updated automatically.
In addition, it is possible to consider cross‑section weakening on supports. Optionally, you can define if the design of support pressure on the rafter side should be performed.
Permanent loads (for example, roof structure) can be entered using the comprehensive and extensible material library. Loads due to cantilevers and collars/ties can be entered separately. Generators integrated in RX-TIMBER Purlin allow for convenient generation of various wind and snow load cases. You can manually add any concentrated and distributed loads.
Load cases are displayed graphically and superimposed in automatically generated load combinations according to EC 5. For stability and serviceability limit state designs, you can change the data manually, for example, for example, for cantilevers (roof overhang), it is necessary to ignore the SLS.
Germany DIN EN 1995-1-1/NA:2013-08 (Germany) 
NBN EN 1995-1-1/ANB:2012-07 (Belgium) 
BDS EN 1995-1-1/NA:2012-02 (Bulgaria) 
DK EN 1995-1-1/NA:2011-12 (Denmark) 
SFS EN 1995-1-1/NA:2007-11 (Finland) 
NF EN 1995-1-1/NA:2010-05 (France) 
I S. EN 1995-1-1/NA:2010-03 (Ireland) 
UNI EN 1995-1-1/NA:2010-09 (Italy) 
NEN EN 1995-1-1/NB:2007-11 (Netherlands) 
ÖNORM B 1995-1-1:2015-06 (Austria) 
PN EN 1995-1-1/NA:2010-09 (Poland) 
SS EN 1995-1-1 (Sweden) 
STN EN 1995-1-1/NA:2008-12 (Slovakia) 
SIST EN 1995-1-1/A101:2006-03 (Slovenia) 
CSN EN 1995-1-1:2007-09 (Czech Republic) 
BS EN 1995-1-1/NA:2009-10 (the United Kingdom) 
CYS EN 1995-1-1/NA:2011-02 (Cyprus) 
In RX-TIMBER Roof, you can set the following calculation specifications: *Selection of the designs to be performed (ULS, SLS, fire resistance)
Main Program
The new generation of 3D FEA software is used for the structural analysis of members, surfaces, and solids.
Add-On
The Timber Design add-on performs the ultimate, serviceability, and fire resistance limit state design checks of timber members according to various standards.
Add-On
The Structure Stability add-on performs stability analysis of structures. It determines critical load factors and the corresponding stability modes.
Main Program
The modern 3D structural analysis and design program is suitable for the structural and dynamic analysis of beam structures as well as the design of concrete, steel, timber, and other materials.
Add-On
The Timber Design add-on performs the ultimate, serviceability, and fire resistance limit state design checks of timber members according to various standards.
Stand-Alone Program
Timber design of single-span and wide-span glulam beams according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of simple, continuous, and Gerber beams with or without cantilever according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of rectangular and circular columns according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of coupled purlins and continuous beams according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of three-hinged frames with finger joint connections according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of stiffening truss bracing according to Eurocode 5 or DIN 1052
Stand-Alone Program
Timber design of flat, monopitch, and duopitch roofs according to Eurocode 5
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Add-On
The Steel Joints add-on for RFEM allows you to analyze steel connections using an FE model. The FE model is generated automatically in the background and can be controlled via the simple and familiar input of components.
Add-On
The Steel Design add-on performs the ultimate and serviceability limit state design checks of steel members according to various standards.
![RSTAB 9 results - warping moment Momega [kNm]](/en/webimage/047737/3730153/MTsec.png?mw=350&hash=40c7b896b7ecb6c898b763109dcec0b2a330f9f4)
![RSTAB 9 results - secondary torsional moment MTsec [kNm]](/en/webimage/047736/3730151/MTsec.png?mw=350&hash=40c7b896b7ecb6c898b763109dcec0b2a330f9f4)
![RSTAB 9 results - primary torsional moment MTpri [kNm]](/en/webimage/047735/3730144/MTpri.png?mw=350&hash=2363903e71565c33f1897548cd3f9920f0bc53ba)
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