A steel bar of 40 mm × 40 mm square cross-section is subjected to an axial compressive load of 200kN. If the length of the bar is 2m and E = 200GPa, the contraction of the bar will be
A
1.25mm
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B
2.70mm
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C
4.05mm
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D
5.40mm
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Solution
The correct option is A1.25mm We know that ΔL=PLAE=200×103×2×10340×40×200×103=1.25mm