We provide hints and tips to help you get started with the basic program RFEM.
Webinar: Data Exchange Between SEMA and RFEM
Video
First Steps with RFEM
Description
Content:
• Up to 01:30 – Introduction
• Up to 02:30 – Content: Exchange formats, Design with eccentricities, keeping material and profile properties
• Up to 06:20 – SEMA Timber Software, Export of the model
• Up to 36:15 – Import into RFEM and Design with RF-LAMINATE and RF-TIMBER AWC
• Up to 38:00 – Further information on previous and upcoming webinars
Keywords
Dlubal Webinar Structural Analysis Structural Analysis Software Dynamic Dynamic Analysis Design BIM Building Information Modeling CAD FEA FEM Finite Elements Wood Structure Stress wood Webinar about Dlubal Software Webinar Dlubal Tutorial
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New
Modeling Downstand Beams in Cross-Laminated Timber Constructions with Ribs
This time, we want to look at modeling downstand beams by means of ribs.
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.
The design of structural components at risk of buckling or lateral-torsional 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 compared to the maximal allowable deflection.
Separate design cases allow for a flexible and stability analysis of members, sets of members, and loads.
Design-relevant parameters such as the stability analysis type, member slendernesses, and limit deflections can be freely adjusted.
- How are the signs for the release results of a line release and line hinges interpreted?
- How can I create a curved or arched section?
- After the design with RF‑/TIMBER Pro, I optimized a cross-section. Why is the utilization of the optimized cross-section exceeded now?
- Is it possible to design the support pressure or the compression perpendicular to the grain in RX‑TIMBER?
- Why are the stresses of the 90° orientation not displayed for a layer with the orthotropy direction 90° for σb,90 in RF‑LAMINATE?
- 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?
