The long time deflections are expressed as ______

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

The FIP-1984 limits for total deflection below the level of supports up to ______

The creep strain due to the transverse loads is directly computed as a function of ______

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

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

Which one of the following is the Indian standard regarded to the limit state of deflection?

The type of deflection of not supporting and non structural elements of flat roofs is?