Question: Ex . 6 . 4 . 3 : A post tensioned P . S . Concrete beam of span 1 6 m is subjected to

Ex.6.4.3 : A post tensioned P. S. Concrete beam of span 16m is subjected to an initial P. S. Force 1400 kN transferred at 28 days. Profile of tendon is parabolic with maximum eccentricity 520 mm at centre of span. Calculate : Loss of pre-stressed due to:
Shrinkage in concrete
Creep in concrete
Slip in Anchorage
Friction loss
Ex . 6 . 4 . 3 : A post tensioned P . S .

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