Obtain the compressive stresses sab and sbc in the two parts

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Reference no: EM131170972

A two-story column ABC in a building is constructed with a hollow, square box section (see figure). The outside dimensions are 200 mm x 200 mm, and the wall thickness is 15 mm. The roof load applied at the top of the column is P₁= 312 kN and the floor load applied at midheight is P₂ = 445 kN. Obtain the compressive stresses σ_ab and σ_bc in the two parts of the column due to these loads.

Reference no: EM131170972

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