8. The composite bar 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 = 153 kN and P2 80 kN. Aluminum Steel Bronze A = 900 mm A = 2000 mm A = 1200 mm E - 83 GPa E = 70 GPa | E = 200 GPa P1 500 mm 250 mm' 350 mm

Structural Analysis
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Chapter2: Loads On Structures
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8. The composite bar 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 = 153 kN and P2 = 80
kN.
Aluminum
Steel
A = 900 mmA = 2000 mmA = 1200 mm²
E = 200 GPa
Bronze
E = 70 GPa
E = 83 GPa
P
500 mm
250 mm' 350 mm
Transcribed Image Text:8. The composite bar 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 = 153 kN and P2 = 80 kN. Aluminum Steel A = 900 mmA = 2000 mmA = 1200 mm² E = 200 GPa Bronze E = 70 GPa E = 83 GPa P 500 mm 250 mm' 350 mm
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