The deflection including the effects of temperature, creep and shrinkage occurring after the erection should not normall…

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

The problems involving unsymmetrical loading can be solved by ______

Which type of deflections is solved by Mohr’s theorem?

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

Which of the following is the equation given by Mohr’s second theorem?

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

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