| Eccentric Axial Load |
| In the case of an ideal column under an axial load, the column remains straight until the critical load is reached. However, the load is not always applied at the centroid of the cross section, as is assumed in Euler buckling theory. This section analyzes a simply-supported column under an eccentric axial load. Consider a column of length L subject to an axial force F. On one end of the column, the force Fe from the central column axis, as shown in the schematic below. |
Urban Design column in San Francisco Chronicle...
Interior Design....
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