The structure of a beam with single supports is supported by a pinned moment MA at end A, an inclined load FB applied at point B, and a uniformly distributed load of magnitude q1 on segment BC. Find the support reactions at joints A and C, then calculate the internal forces at the midpoint of BC. MA= 380 N.m                FB = 200 N      q1= 160N/m           a= 3 m            b= 2m

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Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.