Timber Design | Manual Adjustment of Reference Lengths and Segmentation by Direction
Product Feature
The reference lengths to be considered in the calculation of the deflection limit value and the segments to be checked can be defined independently of each other, depending on the direction. For this, design supports are defined at the intermediate nodes of a member and assigned to the respective direction for the deformation analysis. In the resulting segments, it is also possible to define a precamber for each direction and segment.
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Consideration of Shear Stiffness for a Cross-Section Calculation in RFEM 6
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
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Timber Design | Strength and Stability | Input
The structural system is entered and the internal forces are calculated in the programs RFEM and RSTAB. The program provides access to the extensive material and cross-section libraries.
Timber Design is completely integrated into the main programs and automatically takes into account the structure and the available calculation results. Further entries for the timber design, such as effective lengths, cross-section reductions, or design parameters, are assigned to the objects to be designed. It is possible to select the elements graphically by using the [Select] function.
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How can I modify the lamella thickness for a glulam section in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
- 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?
- 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?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- How does the "Orthotropic Plastic" material model work in RFEM?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
Associated Products
Design
The Timber Design add-on designs timber members for the ultimate, serviceability, and fire resistance limit states according to various standards.
1,660.00 USD
Design
The Timber Design add-on designs timber members for the ultimate, serviceability, and fire resistance limit states according to various standards.
1,660.00 USD
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