The fully prestressed members are prone to excessive _______

Find minimum section modulus given data is mg is 3.86×106, mq is 22.50×106, fbr is given as 12 and the loss ratio is 0.8…

Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn…

Check for deflection due to prestressing force if given data is Prestressing force is 182×103 eccentricity of cable is 1…

Which are used as untensioned reinforcement?

The small span girders with straight tendons, bw is?

Find minimum range of stresses if fct is 15n/mm2, fcw is 17, ftw is zero, fu is -1n/mm2, ɳ is 0.8?

The width of crack is influenced by _______