QUESTION 3 In the figure, calculate the support reactions in the rod with the fixed support at the end A. 9₁ = (c + 2) kN/m, 92 = (c + 3) kN/m, P = (c + 4) kN, M = (c + 5) kNm, a = (c + 1) m. Draw the free body diagram. Write the equilibrium equations. 92 SOLUTION F 91 4a 3a M A 3a 4a 3a

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A: Given, dc = 6 mmdb = 10 mmdd = 10 mmσbar = 400 MPaτpin = 150 MPaFOS = 1.5

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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.