A tapered column assembly is made up from a square tubes having cross-sectional as shown in the figur The axial loads PA-275KN and PB-3750 kN are applied to the column at levels A and B. Evaluate the ax stress in segment BC of the column. Neglect the self-weight of the structure PA 150 mm, = 12 mm 150 mm (1) Ps =15 mm 200 mm (2) 200 mm (b) (a)

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