A prestressing force of 400 KN is applied on concrete beam by a cable. The area of cable wires is 200 mm2. Determine the percentage loss of stress due to shrinkage of concrete assuming the beam to be pre-tensioned Es and age of concrete at transfer is 7 days. 

1
1.5%
2
3.00%
3
1.45%
4
2.21%

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