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How to manage columns diploma

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Thanks to CuriosityStream for sponsoring this video. When a bar is loaded in uniaxial tension, it will fail when the normal stress in the bar exceeds the yield or tensile strength of the material. And if its loaded in compression it will fail by crushing when the compressive strength of the material is exceeded. But theres an additional way the bar can fail when in compression, which is by buckling. Buckling is a loss of stability that occurs when the applied compressive load docHubes a certain critical value, causing a change in the shape of the bar. An initially straight member will buckle suddenly, producing large displacements. This doesnt always result in yielding or fracture of the material, but buckling is still considered to be a failure mode since the buckled structure can no longer support a load in the way it was designed to. The most simple example of a structure at risk of buckling is a column. But individual members in trusses and frames can also be loaded in compressi

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