The problems involving unsymmetrical loading can be solved by ______

The long time deflections are expressed as ______

The equation for long term deflection of cracked members is ______

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

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

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

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

The net curvature ϕtat a section at any given stage is given as ______