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 actual load deflection behavior is possible by assuming ______

The excessive deflections are likely to cause damage to ________

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

The equation for long term deflection of cracked members is ______

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

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