Home Downloads & Info Examples and Tutorials Structural Analysis Models for Download Beams Made of Solid Timber Cross-Section
Beams Made of Solid Timber Cross-Section
Model to Download
18 January 2021
001359
Description
Stress points for shear stresses
Model Used in
Keywords
Stress point Shear stress Shear force Torsion Solid cross-section
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Stress Points for Shear Stresses
The stresses in the cross‑section of the member are calculated in the so‑called stress points. These points are set at such locations in the cross‑section, at which the extreme values for the stresses due to the loading types can occur in the material.
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Product Features Articles

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
Frequently Asked Questions (FAQ)
- Which Dlubal Software programs can I use to calculate and design timber structures?
- Can I quickly optimize all cross-sections in my model by using internal forces?
- How can I control an overpressed joint in the ridge?
- Where do I find the setting to specify the entered structural component as a "wall" or "floor"?
- "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?
- How does the "Orthotropic Plastic" material model work in RFEM?
- Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
- 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?
- How can I create a curved or curved section?
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