CE6702 PCS Syllabus notes download link is provided and students can download the CE6702 Syllabus and Lecture Notes and can make use of it. CE6702 Notes Syllabus all 5 units notes are uploaded here. UNIT IV COMPOSITE BEAMS AND CONTINUOUS BEAMSĪnalysis and design of composite beams – Methods of achieving continuity in continuous beams – Analysis for secondary moments – Concordant cable and linear transformation – Calculation of stresses – Principles of design.ĭesign of tension and compression members – Tanks, pipes and poles – Partial prestressing – Definition, methods of achieving partial prestressing, merits and demerits of partial prestressing. Anna University CE6702 Prestressed Concrete Structures Syllabus Notes 2 marks with answer is provided below.
Determination of anchorage zone stresses in post-tensioned beams by Magnel‟s method, Guyon‟s method and IS1343 code – design of anchorage zone reinforcement – Check for transfer bond length in pre-tensioned beams. Since the bending moment at every section is the product of the. UNIT III DEFLECTION AND DESIGN OF ANCHORAGE ZONEįactors influencing deflections – Short term deflections of uncracked members – Prediction of long term deflections due to creep and shrinkage – Check for serviceability limit state of deflection. Consequently, the concrete beam deflects upwards on the application or transfer of prestress. 1343 Code – Layout of cables in post-tensioned beams – Location of wires in pre-tensioned beams – Design for shear based on I.S.
UNIT I INTRODUCTION – THEORY AND BEHAVIOURīasic concepts – Advantages – Materials required – Systems and methods of prestressing – Analysis of sections – Stress concept – Strength concept – Load balancing concept – Effect of loading on the tensile stresses in tendons – Effect of tendon profile on deflections – Factors influencing deflections – Calculation of deflections – Short term and long term deflections – Losses of prestress – Estimation of crack width.īasic assumptions for calculating flexural stresses – Permissible stresses in steel and concrete as per I.S.1343 Code – Design of sections of Type I and Type II post-tensioned and pre-tensioned beams – Check for strength limit based on I.S. The parametric design study indicated that for bridges spanning from 150300 ft, continuous precast, prestressed concrete girder bridges with in-span splices can provide an economical alternative to steel girder bridges and segmental concrete box girder construction. Download link for CIVIL 7th SEM CE6702 PRESTRESSED CONCRETE STRUCTURES Lecture Handwritten Notes are listed down for students to make perfect utilization and score maximum marks with our study materials. Get access to class notes with educator annotations for you to revisit and revise. Anna University Regulation 2013 CIVIL CE6702 PCS Notes, PRESTRESSED CONCRETE STRUCTURES Lecture Handwritten Notes for all 5 units are provided below. Complete Course on Reinforced & Prestressed Concrete Structures.