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

The deflection due to self weight and imposed loads are ______

Which of the following deflections are directly obtained by Mohr’s second area theorem?

The section of sustained transverse loads under compressive stress distribution in the concrete changes with ______

The British code specifies a maximum deflection limit of span which the sag in the member usually become noticeable is?

The computations in post cracking stage are by considering ________

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

The philosophy of design is termed as __________