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Eurocode 5 | Timber structures according to EN 1995-1-1
Information about online training
Why Attend the Online Training?
Online group training sessions provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
Date | Time
ContentOnline training for the dimensioning of timber structures according to EN 1995-1-1
Price195.00 EUR incl. tax
Introduction and basics
Dimensioning according to EN 1995-1-1
Evidence on the overall model
- Training certificate
- Training presentation for download
- Used models for download
- Video recording of the training
Dipl.-Ing. (FH) Gerhard Rehm
Product Engineering & Customer Support
Mr. Rehm is responsible for the development of products for timber structures, and provides technical support for customers.
Dipl.-Ing. (FH) Bastian Kuhn, M.Sc.
Product Engineering & Customer Support
Mr. Kuhn is responsible for the development of products for timber structures and provides technical support for our customers.
- Timber Structural Analysis and Design Software
- Software for Wind Simulation & Wind Load Generation on Structures
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"I have watched the webinar recording "Design of Cross-laminated Timber Panels (CLT) According to Eurocode 5" on YouTube and I am impressed by about the program and the very good presentation.
Models to Download
Knowledge Base Articles
RFEM/RSTAB add-on module RF-/TIMBER CSA | Design of timber members according to CSA 086 (Canadian standard)
Product Features Articles
Calculation with consideration of a damping ratio (or Lehr's damping) is not possible in the direct time step integrations. Instead, the Rayleigh damping coefficients must be specified by the user.
In technical literature, the given damping ratio for specific construction forms is in many cases only a rough approximation of the real damping ratios. In RF-/DYNAM Pro - Forced Vibrations, it is possible to use the value of damping ratio to determine the Rayleigh damping. This may occur at one or two natural angular frequencies defined by the user.
Frequently Asked Questions (FAQ)
- Is it possible to design timber structures in RFEM or RSTAB?
- Is it possible to perform fire resistance design of cross-laminated timber panels in RF‑LAMINATE?
- I design a combined structure made of timber materials with different creeping parameters. How can I perform the serviceability limit state design according to EN 1995‑1‑1?
- According to DIN EN 1995‑1‑1/NA, the crack factor kcr may be increased by 30% for softwood in the areas that are at least 1.50 m from the timber grain plane. How is it possible to apply this in RF‑/TIMBER Pro?
- Does the RF‑LAMINATE program consider the shear correction factor for cross-laminated timber plates?
- How can I get the member end forces to design the connections?
- I design timber components. The deformations of load combinations deviate from the manual calculation exactly by the factor of the material partial safety factor. Why?
- How can I run the RX‑TIMBER Frame plugin? I did not find it in the Add-on Modules menu nor in Project Navigator - Data.
- I have a question about the results of the serviceability limit state design: How is the increment of the dead load by the factor 1.8 and the imposed load by 1.48 explained in the result combinations for the SLS design?
- Where can I adjust the effective length lef according to Table 6.1 of Eurocode 5 in the TIMBER Pro add-on module?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Deflection analysis and stress design of laminate and sandwich surfaces
Timber design according to Eurocode 5, SIA 265 and/or DIN 1052