The actual load deflection behavior is possible by assuming ______

In a post cracking stage, a prestressed concrete beam behaves in a manner similar to ________

The additional long term deflection resulting from creep and shrinkage of flexural members is determined by multiplying …

The structural concrete members if not designed to have adequate stiffness, it affects ________

Which of the following equation is used to compute deflections of unilinear method?

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

The short term deflections are also known as ______

The deformation of prestressed members change with time as a result of ______