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KB 001669 | Lateral-Torsional Buckling in Timber Construction | Examples 2
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The previous article, Lateral Torsional Buckling in Timber Structures | Examples 1, explains the practical application for the determination of the critical bending moment Mcrit or the critical bending stress σcrit for the lateral buckling of a bending beam by using simple examples. In this article, the critical bending moment is determined taking into account an elastic foundation resulting from a stiffening bracing.
Keywords
Dlubal Knowledge Base Lateral-torsional buckling Torsional-flexural buckling Eigenvalue Buckling member with elastic foundation Dlubal KB Knowledge Base Technical Contribution
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Lateral-Torsional Buckling in Timber Construction | Examples 2
The previous article, titled Lateral-Torsional Buckling in Timber Construction | Examples 1, explains the practical application for determining the critical bending moment Mcrit or the critical bending stress σcrit for a bending beam's lateral buckling using simple examples.
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Timber Design | Result Filter by Limit State
The design checks are available in a tabular form in the Timber Design add-on. The distribution of the design ratios can also be displayed graphically. There are extensive filter options available in the table as well as in the graphical output to display the desired design checks by a limit state or a design type.
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How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
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- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How can I neglect torsion in the steel and timber design?
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- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How does the "Orthotropic Plastic" material model work in RFEM?
- How can I display the internal forces in the global coordinate system and not in the principal coordinate system of the cross-section?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
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