In the arrangement, as shown in the figure, the stepped steel bar ABC is loaded by load P. The material has Young’s modulus E = 200 GPa and the two portions AB and BC have area of cross-section 1 cm2 and 2 cm2 respectively. The magnitude of load P required to fill up the gap of 0.75 mm is

1
10 kN
2
15 kN
3
20 kN
4
25 kN

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