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

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

The actual load deflection behavior is possible by assuming ______

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

The structural concrete members if not designed to have adequate stiffness, it affects ________

Which of the following equation is used to compute deflections of unilinear method?

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

The FIP-1984 limits for deflection that occurs after addition of partitions up to ______