Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 2750 mm² and an allowable normal stress of 135 MPa. Bar (2) has a cross-sectional area of A₂ = 4550 mm² and an allowable normal stress of 70 MPa. Assume x₁ = 2.4 m, x2 = 2.7 m, y₁ = 1.5 m, and y₂ = 2.4 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress.

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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.