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

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

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

Which of the following person made attributions to evaluate the curvature under simplified assumptions?

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

The long time deflections are expressed as ______

The British code recommended for long time deflection of cracked members is ______

The computations in post cracking stage are by considering ________