FAQ 004889 EN
Did you find your question?
If not, contact us via our free e-mail, chat, or forum support, or send us your question via the online form.
Arbitrary point load distributions often occur in the load definition of member structures.
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.
- Windows Defender does not allow me to install RX‑TIMBER. Is it possible to get around this?
- How can I change the language in the RX‑TIMBER add-on module?
- Is it possible to open the RX‑TIMBER files in RFEM and RSTAB?
- In the RX-TIMBER module, there is the "Edge Beam" feature. What exactly does this option do?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- The protocol lacks information on the limit time for the assessment of fire resistance R in the RF-TIMBER Pro add-on module. Can this information be added to the report?
- How can I model a timber-concrete composite floor?
- I would like to convert the load from a surface load to a line load, that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
Timber design of three-hinged frames with finger joint connections according to Eurocode 5 or DIN 1052