from 15 different investigations. Excellent correlation was obtained between predicted vs. experimental results. The present investigation suggests that shear d

Project is to study the behaviour of partially prestressed concrete beams with unbonded tendons. The main objective of the testing was to assess the amount of d

Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to c