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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.
Verification Example 000012 | 1
| Number of Nodes | 34 |
| Number of Lines | 60 |
| Number of Surfaces | 36 |
| Number of Solids | 7 |
| Number of Load Cases | 1 |
| Dimensions (Metric) | 9.010 x 0.060 x 0.600 m |
| Dimensions (Imperial) | 29.56 x 0.2 x 1.97 feet |
| Program Version | 5.05.11 |
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