The composite bar in the figure is stress-free before the axialloads P₁ and P2 are applied. Assuming that the walls are rigid,calculate the stress in each material if P₁= 150 kN and P₂ = 90kN.AluminumSteelBronzeA = 900 mm² A = 2000 mm² A = 1200 mm²E = 70 GPaE = 200 GPaE = 83 GPaP₁500 mmP₂250 mm 350 mm(a) Determine the stress in the aluminum.(b) Determine the stress in the steel.(c) Determine the stress in the bronze.

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The composite bar in the figure is stress-free before the axial loads P1 and P2 are applied. Assuming that the walls are rigid, calculate the stress in each material if P₁= 150 kN and P₂ = 90 KN. Aluminum A = 900 mm² E = 70 GPa Steel Bronze A = 2000 mm² A = 1200 mm² E = 200 GPa E = 83 GPa P₁ 500 mm P₂ 250 mm 350 mm (a) Determine the stress in the aluminum. (b) Determine the stress in the steel. (c) Determine the stress in the bronze.

The composite bar in the figure is stress-free before the axial loads P1 and P2 are applied. Assuming that the walls are rigid, calculate the stress in each material if P₁= 150 kN and P₂ = 90 KN. Aluminum A = 900 mm² E = 70 GPa Steel Bronze A = 2000 mm² A = 1200 mm² E = 200 GPa E = 83 GPa P₁ 500 mm P₂ 250 mm 350 mm (a) Determine the stress in the aluminum. (b) Determine the stress in the steel. (c) Determine the stress in the bronze.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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