The stress distribution at a distance far away from the loaded face is computed from ________

The length of beam within which the dispersion of prestressing force takes place is known as ________

The main aim of stress analysis in the anchorage zone is to obtain ________

The bursting tensile forces in end bocks with proportion Pi is given as ________

During anchorage of the end faces results in application of ________

The design strength assumed to act to sustain bursting tension is ________

The creating bursting tension is given by?

In case of large bridge girders with massive end block, for computation of bursting tension end block is divided into __…