The pitch of spiral is computed as v

The pre and post tensioned members with bonded tendons bond stress between ________

The various codes recommend empirical relations to estimate ________

When prestress is transferred to concrete by means of external anchorages which pressure is developed?

The bearing pressure on the concrete is given as ________

Most compression members, such as long columns and piles are subjected to ________

The pitch of spirals is limited to a range of ________

Due to presence of precompression, prestressed concrete is ideally suited for the design of members subjected to _______…