Interesting customer projects designed with the structural analysis programs by Dlubal Software.
RF-/TIMBER Pro Add-on Module for RFEM/RSTAB
Design of Timber Members and Sets of Members
RF-/TIMBER Pro designs timber members and sets of members on the basis of the design procedures according to:
- EN 1995‑1‑1 (including National Annexes; see below)
- SIA 265:2012 + SIA 265‑C1:2012
- DIN 1052:2008‑12
In addition to stress designs, RF‑/TIMBER Pro performs the stability analysis of members according to the equivalent member method or second‑order analysis as well as designs of the serviceability limit state and fire resistance. Furthermore, the module provides the option of automatic cross‑section optimization.
- Full integration in RFEM/RSTAB with import of all relevant information and internal forces
- For design according to EN 1995-1-1, the following National Annexes are available:
- BS EN 1995-1-1/NA:2009-10 (United Kingdom)
- ÖNORM B 1995-1-1:2015-06 (Austria)
- NBN EN 1995-1-1/ANB:2012-07 (Belgium)
- BDS EN 1995-1-1/NA:2012-02 (Bulgaria)
- CYS EN 1995-1-1/NA:2011-02 (Cyprus)
- CSN EN 1995-1-1/NA:2007-09 (Czech Republic)
- DK EN 1995-1-1/NA:2011-12 (Denmark)
- SFS EN 1995-1-1/NA:2007-11 (Finland)
- DIN EN 1995-1-1/NA:2013-08 (Germany)
- UNI EN 1995-1-1/NA:2010-09 (Italy)
- I.S. EN 1995-1-1/NA:2010-03 (Ireland)
- LVS EN 1995-1-1/NA:2012-05 (Latvia)
- LST EN 1995-1-1/NA:2011-10 (Lithuania)
- LU EN 1995‑1‑1/NA:2011‑09 (Luxembourg)
- NEN EN 1995-1-1/NB:2007-11 (Netherlands)
- NS EN 1995-1-1/NA:2010-05 (Norway)
- NF EN 1995-1-1/NA:2010-05 (France)
- PN EN 1995-1-1/NA:2010-09 (Poland)
- NP EN 1995-1-1 (Portugal)
- SR EN 1995-1-1/NB:2008-03 (Romania)
- STN EN 1995-1-1/NA:2008-12 (Slovakia)
- SIST EN 1995-1-1/A101:2006-3 (Slovenia)
- UNE EN 1995-1-1 (Spain)
- SS EN 1995-1-1 (Sweden)
- Extensive material library in compliance with the EN, SIA, and DIN standards
- Design of circular, rectangular, and user-defined composite cross-sections (also hybrids)
- Specific classification of a structure in service classes (SECL) and actions in load duration classes (LDC)
- Design of members and sets of members
- Stability analysis according to the Equivalent Member Method or the second-order analysis
- Determination of governing internal forces
- Icon informing about successful or failed design
- Visualization of the design criterion on RFEM/RSTAB model
- Automatic cross-section optimization
- Parts lists and quantity surveying
- Data export to MS Excel
- Free setting of fire resistance classes and charring rates as well as free selection of charring sides
- Fire resistance designs in the selected standard according to:
- EN 1995-1-2
- SIA 265:2012 + SIA 265-C1:2012
- DIN 4102-22:2004
- Import of buckling lengths from the RF-STABILITY/RSBUCK add-on module
- Design of tapered members according to the previously defined cut-to-grain angle
- Ridge design and analysis of transversal tension stresses for defined ridges
- Design of curved members and sets of members
After opening the module, it is necessary to select members or sets of members, load cases, load or result combinations for the ultimate and serviceability limit state designs and for fire resistance design. The materials from RFEM/RSTAB are preset and can be adjusted in RF-/TIMBER Pro. Material properties listed in the respective standard are included in the material library.
After the cross-section check, the module assigns the load duration classes (LDC) and the service classes (SECL) to the selected load cases and members.
Combined cross-sections may consist of various materials. The RF-/TIMBER Pro add-on module performs designs considering the shifted neutral axis (in the case of semi-rigid cross-sections). The deformation analysis requires the reference lengths of the relevant members and sets of members. Furthermore, you can define a specific direction of deflection, precamber, and beam type.
The cross-section resistance design analyzes tension and compression along the grain, bending, bending and tension/compression as well as the strength in shear due to shear force with and without torsion. Designs proceed at the level of design stress values.
The design of structural components at risk of buckling or lateral buckling is performed according to the Equivalent Member Method and considers the systematic axial compression, bending with and without compressive force as well as bending and tension. Deflection of inner spans and cantilevers is determined in characteristic and quasi-permanent design situations.
Separate design cases allow for a flexible and stability analysis of members, sets of members, and loads. In the case of tapered members, the cut-to-grain angle is considered in the bending tension and bending compression area. If there is a ridge defined, the module performs the ridge design additionally.
After the calculation, the module displays results in clearly arranged result tables. All intermediate values are included, providing a transparent design process. The results are listed by load case, cross-section, set of members, and members.
If the calculation fails, you can modify the relevant cross-sections in an optimization process. It is also possible to transfer the optimized cross-sections to RFEM/RSTAB to perform a new calculation.
Stress ratios are represented on the RFEM/RSTAB model by different colors in order to immediately recognize overdesigned or crucial areas of the model. Result diagrams of members and sets of members allow for targeted evaluation.
In addition to the input and result data in tables, you can add all graphics into the global printout report. In this way, a coherent and clearly arranged documentation is ensured.
Do you have any questions about our products? Do you need advice for your current project?
Contact us or find various suggested solutions and useful tips on our FAQ page.
PRICE for RFEM (VAT excluded)
RF-TIMBER Pro 5.xx
PRICE for RSTAB (VAT excluded)
TIMBER Pro 8.xx
1.1 General Data - Serviceability Limit State
1.4 Load Duration and Service Class
1.5 Effective Lengths - Members
1.7 Tapered Members
1.9 Serviceability Data
1.10 Fire Resistance - Members
2.1 Design by Load Case
3.1 Governing Internal Forces by Member
4.1 Parts List by Member