2. In the figure shown below, find the force in member BD and the support reactions at A and E. [Answers: Ax = -649.5 lb, Ay = -375 lb, Ey = 750 lb, BD = 646.2 lb Tension] 750 lb B 30° 60° A 4 in. 0 14 in. 60° 5- D E X

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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.