Result of Eigenvalue Analysis for Single-Span Beam With Lateral and Torsional Restraint without Intermediate Supports
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.
- Which Dlubal Software programs can I use to calculate and design timber structures?
- How does the activation of the precamber imperfection work?
- Are the models and presentations from Info Day 2020 freely available, and can you send them to me?
- Can I quickly optimize all cross-sections in my model by using internal forces?
- Why do I obtain great differences in results for both the deformation and the bending moments when applying inclination by using imperfection to a single member and an articulated set of members with the same total length?
- Are the models and presentations from Info Day 2017 freely available, and can you send them to me?
- Is it possible to design timber structures in RFEM or RSTAB?
- Is it possible to import effective lengths from RF‑STABILITY or RSBUCK in RF‑/TIMBER Pro?
- Why the results of members and set of members differ in the design?
- I can not calculate members with double rectangular cross-sections and linearly variable cross-section height in the HolzPro add-on module. What is the reason?