The steel rod is stress-free before the axial loads P = 150 kN and P =...
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The steel rod is stress-free before the axial loads P₁ = 150 kN and P₂ = 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200 GPa. A A = 900 mm² 500 mm A = 2000 mm² P₂ B +2501 +250 mm- A = 1200 mm² C -350 mm D The steel rod is stress-free before the axial loads P₁ = 150 kN and P₂ = 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E = 200 GPa. A A = 900 mm² 500 mm A = 2000 mm² P₂ B +2501 +250 mm- A = 1200 mm² C -350 mm D
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