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

A simplified but an approximate procedure for computing long time deflections is given by ______

The net curvature ϕtat a section at any given stage is given as ______

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

The final deflection due to all loads including the efforts of temperature, creep and shrinkage should normally exceed s…

In the pre cracking stage, the deflections are computed by ________

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 ________