The equation for long term deflection of cracked members is ______

The tensile stress of about which limit are invisible to naked eye?

The deflections of cracked structural concrete members may be estimated by ______

The FIP-1984 limits for total deflection below the level of supports up to ______

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

The computations in post cracking stage are by considering ________

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

The short term deflections are also known as ______