- The online training provides solutions to current questions.
- Our speakers have many years of practical experience and are experts in their field.
- Gain valuable program insight for increased company efficiency and decreased overhead costs.
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Eurocode 5 | Timber structures according to DIN EN 1995-1-1
Information about online training
Why an 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
Event Language
EnglishContent
Online training for the dimensioning of timber structures according to DIN EN 1995-1-1Due to new construction methods, first of all the cross laminated timber construction, the timber construction has opened up its area. This training gives an introduction to the design of timber structures with the program family RFEM.
The special features of the material models and the dimensioning of the fasteners on surfaces are discussed in detail. After the design of simple two-dimensional structures, the design is transferred to three-dimensional structures.
In addition to the verifications in the limit state of the load-bearing capacity, the design in the limit state of serviceability and the seismic verification are explained.
Price
195.00 EUR net, excluding VATTime Schedule
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Introduction and basics
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Dimensioning according to EN 1995-1-1
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2D modeling
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3D modeling
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Evidence on the overall model
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Additional information
A reliable internet connection is required to participate. Basic knowledge in the use of RSTAB or RFEM is also required. The online training is carried out using RFEM with the associated add-on modules.
During the training, each participant can ask questions via chat at any time.
Each participant receives after the event
- Training certificate
- Training presentation for download
- Used models for download
- Video recording of the training
This allows the participant to go through or understand the training independently step by step by means of the presented models.
In order to take part in the online training, the participant will receive the login information in time.
Speakers
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.
Keywords
Online training timber dimensioning Building calculation Eurocode 5 EC 5 wooden building calculation stability analysis Vibration verification fastener dimensioning resilience of fasteners
Links
- Timber Structural Analysis and Design Software
- Software for Wind Simulation & Wind Load Generation on Structures
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Impressed by Program and Presentation
"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.
Dipl.-Ing. Lothar Reichle
02/18/2020
Calculating Timber Panel Walls | 3 Floor Plan
Calculation of timber panels in 2D floor plan.
- General stress analysis
- Graphical and numerical results of stresses and stress ratios fully integrated in RFEM
- Flexible design with different layer compositions
- High efficiency due to few entries required
- Flexibility due to detailed setting options for calculation basis and extent
- Based on the selected material model and the layers contained, a local overall stiffness matrix of the surface in RFEM is generated. The following material models are available:
- Orthotropic
- Isotropic
- User-defined
- Hybrid (for combinations of material models)
- Option to save frequently used layer structures in a database
- Determination of basic, shear and equivalent stresses
- In addition to the basic stresses, the required stresses according to DIN EN 1995-1-1 and the interaction of those stresses are available as results.
- Stress analysis for structural parts of almost any shape
- Equivalent stresses calculated according to different approaches:
- Shape modification hypothesis (von Mises)
- Maximum shear stress criterion (Tresca)
- Maximum principal stress criterion (Rankine)
- Principal strain criterion (Bach)
- Calculation of transversal shear stresses according to Mindlin, Kirchhoff, or user-defined specifications
- Serviceability limit state design by checking surface displacements
- User-defined specifications of limit deflections
- Possibility to consider layer coupling
- Detailed results of individual stress components and ratios in tables and graphics
- Results of stresses for each layer in the model
- Parts list of designed surfaces
- Possible coupling of layers entirely without shear
- 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?
- In RF-/TIMBER AWC and RF-/TIMBER CSA, I receive the error that says torsion limit exceeded. How do I bypass this error message?
- Why is the strength always reduced by the kmod value of 0.6 during the calculation in the RF‑LAMINATE add‑on module, although I have load combinations with variable loads?
- Can I consider a reduction of the stiffness according to the German regulation NCI NA.5.9 in TIMBER Pro?
- I have selected all available members for design in RF-/TIMBER Pro. Why are tapered members not designed?
- When performing the fire resistance design with TIMBER Pro, I get the error 10001. How can I fix the error?
