The deflection of prestressed members can be computed relative to given ______

Which knowledge is essential to comply with the limit state of deflection?

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

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

The section of sustained transverse loads under compressive stress distribution in the concrete changes with ______

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

Which type of deflections is solved by Mohr’s theorem?

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