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Webinar: 2018 NDS and CLT Design in RFEM (USA)
Video
First Steps with RFEM
Description
Content:
- Overview of 2018 NDS updates with CLT design
- Modeling and loading of a CLT structure in RFEM
- Analysis and design per 2018 NDS utilizing RF-LAMINATE
Keywords
Dlubal Webinar 2018 NDS NDS CLT Design Laminate RF-LAMINATE BIM Building Information Modeling FEA Structural Analysis Structural Engineering Deformation Webinar about Dlubal Software Webinar Dlubal Tutorial
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Videos
[PL] CP 001184 | "Terma Bania" Building Extension and Renovation in Białka Tatrzańska, Poland
Length 0:06 min
[DE] KB 001654 | Considering Adjacent Settlement for Separated Floor Slabs With RF-SOILIN
Length 0:59 min
KB 001615 | Options for considering accidental torsional effects according to standards
Length 1:12 min
Models to Download
Knowledge Base Articles

New
This technical article deals with the design of structural components and cross-sections of a welded truss girder in the ultimate limit state. Furthermore, the deformation analysis in the serviceability limit state is described.
Screenshots
External Pressure Coefficients, Cp, for Domed Roofs with a Circular Base (according to Figure 27.3-2 [1])
Significant Staircase Structure Placed in Front of the "School Building Champagne" (© Photographer Stefan Hofmann, Ph7, Biel)
RSTAB model of the parish church of St. Josef in Holzkirchen, Germany (© Sailer Stepan Partner GmbH)
RSTAB Model for the TD Place Stadium timber cladding located in Ottawa, Canada (© Moses Structural Engineers Inc.)
3S Cableway Klein Matterhorn Mountain Station During Assembly with Existing Mountain Station on the Left (© Aircam Zermatt)
Product Features Articles

Considering the Stiffness of Gas Solids in Nonlinear Time History Analysis
The stiffness of gas given by the ideal gas law pV = nRT can be considered in the nonlinear dynamic analysis.
The calculation of gas is available for accelerograms and time diagrams for both the explicit analysis and the nonlinear implicit Newmark analysis. To determine the gas behaviour correctly, at least two FE layers for gas solids should be defined.
Frequently Asked Questions (FAQ)
- I would like to extend an existing structure with a false ceiling that is not connected to the existing columns. How can I model it?
- For line releases, I obtain the resultants in the horizontal direction, which I cannot understand.
- How can I display wind speeds at a certain height above the ground for a wind comfort analysis?
- Can I also use the wind load generator for open buildings?
- When evaluating the support reactions of a plate supported by line supports, I noticed that the support reaction pz' does not correspond to the shear force and deviates significantly. What is the reason?
- How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
- What does the 'Activate Weld Design' option mean in the detailed settings of RF-/STEEL EC3?
- How do I create a frame joint with taper in JOINTS Steel - Rigid?
- Why do I obtain different results for the same end plate joint in RF‑/JOINTS Steel - DSTV and RF‑/JOINTS Steel - Rigid?
- Can I also use RF‑SOILIN to calculate foundation bodies at different foundation heights in a model?
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