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A timber beam, reinforced by two steel plates at its ends, is loaded by the pressure. Wood fibers are parallel to the upper loaded side of the beam. The plastic surface is described according to the Tsai-Wu plasticity theory.
Model Used in
Verification Example 000011 | 2
| Number of Nodes | 8 |
| Number of Lines | 10 |
| Number of Surfaces | 3 |
| Number of Load Cases | 2 |
| Dimensions (Metric) | 10.010 x 0.000 x 1.200 m |
| Dimensions (Imperial) | 32.84 x 0 x 3.94 feet |
| Program Version | 5.03.00 |
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