The problems involving unsymmetrical loading can be solved by ______

The equation for long term deflection of cracked members is ______

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

The large deflections under dynamic effects may cause ________

The floors not supporting and not attached to non structural elements are damaged by ______

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

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

The computations in post cracking stage are by considering ________