The type of deflection of not supporting and non structural elements of flat roofs is?

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

The actual load deflection behavior is possible by assuming ______

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

The deflection due to self weight and imposed loads are ______

The philosophy of design is termed as __________

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

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