Timber Panel
Model to Download
Description
Timber panel for the master thesis about traditional craftsmanship with decorative timber framed structures
Keywords
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- Views 239x
- Downloads 34x
- Updated 12/30/2020
Disclaimer
You can download this structural analysis model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
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New
Often, models are needed in several projects, like the purlin with columns and knee braces in this example. The dimensions can be changed directly in RFEM or RSTAB by shifting the nodes.
SHAPE-MASSIVE | Stress analysis
- Normal stresses σx from axial force and bending
- Shear stresses τ from shear force and torsion
- Equivalent stresses σv with comparison to limit stress
- Stress ratios related to equivalent stresses
- Normal stress σx from unit normal force N
- Shear stress τ from unit shear forces Vy , Vz , Vu , Vv
- Normal stress σx from unit moments My , Mz Mu , Mv
- Which add-on modules and programs do I need for laminate and sandwich structures as well as cross-laminated timber (CLT)?
- "During the calculation of material non-linearity, the material with a decreasing branch of the diagram can be calculated with one load increment only." Why do I get this error?
- How do I display some results of all load cases in the printout report, but other results of the selected load cases only?
- The calculation of my model results in unrealistically high stresses at many locations. What is the reason?
- Is it also possible to enter the temperature for a surface in the XZ plane by using the height (variable in Z)?
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- Which stiffnesses does RFEM use for orthotropic hollow core slabs with rectangular cavities?
- How can I create a curved or curved section?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- After the design with RF-/TIMBER Pro, I had a cross-section optimized. Why is the utilization of the optimized cross -section now exceeded?
