Table of contents

GENERALS

MATERIALS

ERECTION USING POST-TENSIONING

INTERNAL FORCES DUE TO P FOR STATICALLY DETERMINATE SYSTEMS

INTERNAL FORCES DUE TO P FOR STATICALLY INDETERMINATE SYSTEMS

TENDON ARRANGEMENT

TIME-DEPENDENT PRESTRESSING LOSSES - CREEP, SHRINKAGE, RELAXATION

DESIGN OF PRESTRESSED STRUCTURES

STRUCTURAL DETAILING

ANCHORAGES AND COUPLERS

UNBONDED TENDONS

PRESTRESSED FLAT SLABS

BIBLIOGRAPHY

SUBJECT INDEX