.svg?mw=64&hash=343d71fbdf234f1411db2920f2dff33c0dbd6231)
Determination of the maximum deflection of a three-dimensional block fixed at both ends. Block is divided in the middle: The upper half is made of an elastic material and the lower part is made of timber - an elastoplastic othotropic material with the yield surface described according to the Tsai-Wu plasticity theory. The block's middle plane is subjected to vertical pressure.
Verification Example 000009 | 1
| Number of Nodes | 12 |
| Number of Lines | 20 |
| Number of Surfaces | 11 |
| Number of Solids | 2 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 0.050 x 0.050 x 2.000 m |
| Dimensions (Imperial) | 0.16 x 0.16 x 6.56 feet |
| Program Version | 5.05.33 |
You can download this structural 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.