This third short tutorial video covers how to model in RFEM only utilizing the dialog boxes. The model presented is a simply supported beam. Results are analyzed and briefly explained.
RFEM 5 Tutorial for Students | 003 Modeling via Dialog boxes
Do you have any questions?
Length: 02:50:31 min
Length: 00:01:15 min
Length: 00:03:36 min
Knowledge Base
Length: 00:01:04 min
Knowledge Base
Length: 00:06:31 min
Length: 00:01:36 min
Length: 00:06:15 min
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Besides the standardized gamma method, you can display the semi-rigid composite beams also as a framework model.
In timber design, beams are often built from several timber elements. The individual elements can be connected with glue, nails, bolts, or dowels. A glued connection is to be assumed as rigid. In the case of dowel‑type fasteners, the joint is compliant (slip joint), and the cross‑section properties of the connected elements cannot be fully applied.
The same structures are often needed in several projects, such as the purlin with columns and braces in this example. The dimensions can be changed directly in RFEM or RSTAB by shifting the nodes.
This article describes the design of timber panel walls due to generated horizontal loads.
Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. You just specify the surface geometry and the timber panel elements are generated using an internal member-surface construct, including the simulation of the connection flexibility.
You have the option to perform the fire resistance design of surfaces using the reduced cross-section method. The reduction is applied over the surface thickness. It is possible to perform the design checks for all timber materials allowed for the design.
For cross-laminated timber, depending on the type of adhesive, you can select whether it is possible for individual carbonized layer parts to fall off, and whether you can expect increased charring in certain layer areas.
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Among others, the following cross-laminated timber manufacturers are available in the layer structure library:
- Binderholz (USA)
- KLH (USA, CAN)
- Kalesnikoff (USA, CAN)
- Nordic Structures (USA, CAN)
- Mercer Mass Timber
- SmartLam
- Sterling Structural
- Superstructures listed in Lignatec Edition 32 "Cross-Laminated Timber of Swiss Production"
By importing a structure from the layer structure library, all relevant parameters are adopted automatically. The library is continually updated.
The Timber Design add-on for RFEM 6 / RSTAB 9 is multi-purpose and combines a large number of additional elements. [*S16332764*] Timber Design Add-on for RFEM 6
For some time, I have had display problems in RFEM and RSTAB that make it difficult to work with the software. It mainly affects the result display. The lines are extended, dotted, or not displayed at all, depending on whether I zoom in or out.
Do you have any idea how to solve this problem?
Do you have any idea how to solve this problem?
I would like to carry out the flexural buckling design for timber components with imperfections and internal forces according to the second-order analysis. Is it sufficient to activate this in Details of the RF‑/TIMBER Pro add-on module or is it necessary to make additional settings?
I would like to divide a line very finely, but I can only define the minimum of 0.5 mm using the "Divide Line → Distance" function. How can I avoid this problem?
Is it possible to save the structures of the manufacturer-specific cross-laminated timber plates in the RF‑LAMINATE add-on module?
How can I model a timber-concrete composite floor?
The information about the limit time for the fire resistance design R in the RF‑TIMBER Pro add-on module is missing in the printout report. Is it possible to add this information to the printout report?
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