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Updated:
05/24/2013
Eurocodes |
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Continuous planning with RSTAB and RFEM |
Take advantage of the framework program RSTAB and the FEA program RFEM to ensure a seamless planning process for designing 1D, 2D or 3D structures according to Eurocode. The entire planning can be performed consistently according to the relevant European codes, from the automatic generation of load and result combinations to structural calculations, from the generation of wind and snow loads to dynamic analysis. Depending on the programs selected for the software package you can design any kind of structure, whether it consists of steel, reinforced concrete, timber or a mixture of materials.
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Basics (EC 0)RSTAB/RFEMLoad and result combinations can be generated according to EN 1990 (Eurocode 0) in both main programs. In addition, it is possible to determine imperfections according to Eurocode in RSTAB and RFEM. The actions are assigned to the action types described in the standard. Then, RSTAB and RFEM combine the load cases according to the selected design situation. The following national annexes are available:  DIN EN 1990/NA:2009-05 (Germany) BS EN 1990/NA:2004-12 (United Kingdom) CSN EN 1990/NA:2004-03 (Czech Republic) DK EN 1990/NA:2007-07 (Denmark) NBN EN 1990 – ANB: 2005 (Belgium) NEN EN 1990/NA:2006 (Netherlands) NF EN 1990/NA:2005/12 (France) NP EN 1990:2009 (Portugal) ÖNORM EN 1990:2007-02 (Austria) PN EN 1990/NA:2004 (Poland) SFS EN 1990/NA:2005 (Finland) SIST EN 1990: 2004/A1:2005 (Slovenia) SS EN 1990:2008 (Singapore) SS EN 1990/ BFS 2010:28 (Sweden) STN EN 1990/NA:2009-08 (Slovakia) UNE EN 1990:2003 (Spain) UNI EN 1990/NA:2007-07 (Italy) |
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Actions (EC 1)RSTAB/RFEM RSTAB and RFEM provide an option to generate wind and snow loads. No additional module is needed for the generation. When the required parameters like wind and snow load zone, terrain category, topography type or roof geometry are entered, the program creates the respective loading automatically. More information about RSTAB... More information about RFEM... |
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Reinforced Concrete Construction and Prestressed Concrete Design (EC 2)EC2 for RSTAB/RFEMis a program extension of the add-on modules CONCRETE and CONCRETE Columns, RF-CONCRETE (RF-CONCRETE Surfaces and RF-CONCRETE Members), RF-CONCRETE Columns and RF-PUNCH for reinforced concrete design of beams, columns and plates (RFEM) according to Eurocode. In addition to the general ultimate and serviceability limit state design, it is possible to perform a stability analysis for columns according to EC 2. Fire protection designs according to Eurocode can be carried out additionally for columns and members. The following national annexes are available:  SIST EN 1992-1-1:2005/A101:2006 (Slovenia) ÖNORM B 1992-1-1/NA:2007-04 (Austria) DIN EN 1992-1-1/NA:2011-01 (Germany) NEN EN 1992-1-1/NA:2007-04 (Netherlands) CSN EN 1992-1-1/NA:2006-11 (Czech Republic) UNE EN 1992-1-1/NA:2010-10 (Spain) EN 1992-1-1 DK NA:2007-11 (Denmark) NF EN 1992-1-1/NA:2007-03 (France) STN EN 1992-1-1/NA:2008-06 (Slovakia) SFS EN 1992-1-1/NA:2007-10 (Finland) NA to BS EN 1992-1-1:2004 (United Kingdom) SS EN 1992-1-1/NA:2008-06 (Singapore) NP EN 1992-1-1/NA:2010-02 (Portugal) UNI EN 1992-1-1/NA:2007-07 (Italy) SS EN 1992-1-1/NA:2008 (Sweden) PN EN 1992-1-1/NA:2008-04 (Poland) NBN EN 1992-1-1 ANB:2010 for proof at normal temperature, EN 1992-1-2 ANB:2010 for fire resistance (Belgium)RF-TENDON/RF-TENDON DesignRFEM add-on modules for definition of tendons and design of prestressed concrete members with bonded post-tensioned concrete according to Eurocode 2 (EN 1992-1-1 for concrete structures and EN 1992-2 for concrete bridges). More information about RF-TENDON... More information about RF-TENDON Design... RF-/FOUNDATION ProAdd-on modules for design of single, bucket and block foundations according to EN 1992-1-1 and EN 1997-1. More information about FOUNDATION Pro... |
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Steel Structures (EC 3)RF-/STEEL EC 3 The add-on module RF-/STEEL EC3 performs all typical designs for steel structures according to Eurocode 3, including ultimate limit state, stability, deformation and fire protection. You can take advantage of many useful features such as the automatic cross-section classification, the cross-section optimization or the definition of lateral intermediate supports. Moreover, it is possible to enter protective coatings for the fire protection design. The following National Annexes are available: DIN EN 1993-1-1/NA:2010-12 (Germany) NA to BS EN 1993-1-1:2005 (United Kingdom) CSN EN 1993-1-1/NA.ed: 2007-05 (Czech Republic) DK EN 1993-1-1/NA:2007-11 (Denmark) NEN EN 1993-1-1/NA:2011 (Netherlands) NF EN 1993-1-1/NA:2007-05 (France) ÖNORM 1993-1-1:2007-02 (Austria) PN-EN 1993-1-1:2006 (Poland) SFS-EN 1993-1-1:2005 (Finland) SIST EN 1993-1-1:/NA:2006-03 (Slovenia) SS-EN 1993-1-1:2005/AC:2009 (Sweden) STN EN 1993-1-1/NA:2007-12 (Slovakia) UNI EN 1993-1-1/NA:2008 (Italy) BLG EN 1993-1-1/NA:2008 (Bulgaria) NA to CYS EN 1993-1-1:2005 (Cyprus) LST EN 1993-1-1/NA:2005/AC:2006 (Lithuania) SR EN 1993-1-1:2006/NA:2008-04 (Romania) SS EN 1993-1-1 (Singapore) NBN EN 1993-1-1/NA:2010-12 (Belgium) NP EN 1993-1-1/NA:2010-03 (Portugal) UNE EN 1993-1-1/NA:2010-11 (Spain)RF-/JOINTS Steel - Column BaseAdd-on modules for hinged and restrained footings of columns according to EN 1993-1-8. RF-/FRAME-JOINT Pro Add-on modules for frame-joint connections according to EN 1993-1-8 and DIN 18800. The parameters of the National Annexes can be defined freely. RF-/DSTV Add-on modules for typified connections in steel building construction (DSTV guidelines released by German Steel Construction Association). RF-/HSSAdd-on modules for layout and design of welded hollow section connections. CRANEWAYStand-alone program for design of crane girders RF-/PLATE-BUCKLINGStand-alone program as well as add-on module for plate buckling analysis |
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Timber Structures (EC 5)RF-/TIMBER Pro The add-on module RF-/TIMBER Pro is used to design timber members and sets of members according to Eurocode 5, performing the stress and the stability analysis as well as the serviceability and the fire protection design. The stand-alone programs of the RX-TIMBER family, offering clearly arranged input tables, allow for a comfortable generation and design of roof trusses made of glued-laminated timber, continuous beams, columns, purlins and frames according to EC 5. The following National Annexes are available: DIN EN 1995-1-1/NA:2009-04 (Germany) ÖNORM B 1995-1-1:2009-07 (Austria) NA to BS EN 1995-1-1:2006 (United Kingdom) CSN EN 1995-1-1/NA:2007-09 (Czech Republic) EN 1995-1-1 DK NA:2007-11 (Denmark) SFS EN 1995-1-1/NA:2007-11 (Finland) UNI EN 1995-1-1/NA:2007-11 (Italy) NEN EN 1995-1-1/NB:2007-11 (Netherlands) NF EN 1995-1-1/NA:2007-4 (France) SIST EN 1995-1-1/A101:2006-3 (Slovenia) I.S. EN 1995-1-1+A1:2008 (Ireland) SS EN 1995-1-1/NA:2009-05 (Sweden) NBN EN 1995-1-1/NA:2008-11 (Belgium) STN EN 1995-1-1/NA:2008-12 (Slovakia) PN EN 1995-1-1/NA:2010-09 (Poland)RF-LAMINATEAdditional RFEM-module for the design of multi-layer laminate surfaces with stress design and deflection analysis. RX-TIMBERStand-alone calculation programs for the design of glulam beams, continuous timber beams, columns, purlins, frames and bracing according to EN 1995-1-1 and DIN 1052:2008-12 |
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Geotechnical Design (EC 7)RF-/FOUNDATION ProAdd-on modules for design of single, bucket and block foundations according to EN 1992-1-1 and EN 1997-1. More information about FOUNDATION Pro... More information about RF-FOUNDATION Pro... RF-SOILIN If you want to determine elastic foundations according to EC 7 by means of given soil layers, use RF-SOILIN. When all soil parameters are entered, the program determines the elastic foundation coefficients and shows you the stress diagrams and settlements. |
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Earthquakes (EC 8)RF-/DYNAM Basic with RF-/DYNAM Addition IIWith the add-on module RF-/DYNAM you can analyze eigenvibrations and vibrations due to external excitation. RF-/DYNAM Addition II allows for the generation of equivalent seismic loads according to the multi-modal response spectrum method in accordance with Eurocode 8. When you have entered the standard parameters, you can display the design spectrum graphically. The results output includes modal masses, participation factors, equivalent masses, equivalent mass factors and equivalent lateral loads. The generated equivalent loads can be exported automatically in the form of RSTAB or RFEM load cases. |
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Aluminum Structures (EC 9)RF-/ALUMINIUMAdd-on modules for the design of aluminum members and sets of members concerning the ultimate and the serviceability limit state as well as stability. The following national annexes are available: CSN EN 1999-1-1/NA:2009-02 (Czech Republic) CYS EN 1999-1-1/NA:2009-07 (Cyprus) DIN EN 1999-1-1/NA:2010-12 (Germany) DK EN 1999-1-1/NA:2007-11 (Denmark) IS EN 1999-1-1/NA:2010-03 (Ireland) STN EN 1999-1-1/NA:2011-03 (Slovakia) UNI EN 1999-1-1/NA:2011-02-25 (Italy) NEN-EN 1999-1-1/NA:2011-12 (Netherlands) NBN EN 1999-1-1/NA:2011-03 (Belgium) |
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Product Groups
Reinforcement required according to Eurocode 2 in RFEM
Graphical representation of results calculated with STEEL EC3 in RSTAB
Analysis of crack width according to Eurocode 2 in RF-TENDON Design
Design of double-curved reinforced concrete shell according to EC 2 in RFEM
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