The FIP-1984 limits for deflection that occurs after addition of partitions up to ______

If the finishes are to be applied to the prestressed concrete members, the total upward deflection should not exceed ___…

The excessive deflections are likely to cause damage to ________

The large deflections under dynamic effects may cause ________

In post cracking stage, the behavior of the beam is similar to ______

Which of the following influence the deflections of prestressed concrete members?

A tendon with a trapezoidal profile considering the bending moment and deflection at the centre of the beam is obtained …

The actual load deflection behavior is possible by assuming ______