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

In both pre and post cracking stages the effect of creep and shrinkage of concrete is to increase the ________

The deflection of a beam with parabolic tendon is given as ______

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

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

The computations in post cracking stage are by considering ________

The long time deflections are expressed as ______

The equation for long term deflection of cracked members is ______