Q. If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (Solved)

1. (1 - C)mf - eE

2. (C - 1)mf + eE

3. (C - 1)mf - eE

4. (1 - C)mf + eE

  • b. (C - 1)mf + eE
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