Consider a prismatic beam, of median plane xOy, as represented in the Figure and having characteristics L (length), E and / (1 = Iz « ly). The beam is fixed at one end and is supported by an elastic support at the other end. The stiffness of the spring is denoted k. Calculate the critical loads for buckling by plane bending of this compressed beam.

 

Transcribed Image Text:

O L AF X O L AF X

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