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A column is composed of a concrete part - rectangle 100/200 and of a steel part - profile I 200. It is subjected to pressure force. Determine the critical load and corresponding load factor. The theoretical solution is based on the buckling of a simple beam. In this case, two regions have to be taken into account due to different moments of inertia and material properties.
Model Used in
Verification Example 000093 | 4
| Number of Nodes | 3 |
| Number of Lines | 2 |
| Number of Members | 2 |
| Number of Load Cases | 1 |
| Total Weight | 0.152 tons |
| Dimensions (Metric) | 4.004 x 0.007 x 0.007 m |
| Dimensions (Imperial) | 13.14 x 0.02 x 0.02 feet |
| Program Version | 5.15.01 |
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