A prismatic bar of cross-sectional area 1 mm2 and E = 200 GPa is fastened between two rigid walls at A and B and are subjected to loads as shown.

The support reactions at B and A (in kN) are

1
The support reactions at B is 12.77 kN
2
The support reactions at A is 24.93 kN
3
The support reactions at A is 45.32 kN
4
The support reactions at B is 20.86 kN

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