CE6702 PRESTRESSED CONCRETE STRUCTURES SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CIVIL 7TH SEM CE6702 SYLLABUS
| CE6702 PRESTRESSED CONCRETE STRUCTURES SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CE6702 SYLLABUS
CE6702 PRESTRESSED CONCRETE STRUCTURES L T P C 3 0 0 3 OBJECTIVES: ? To introduce the need for prestressing as well as the methods, types and advantages of prestressing to the students. Students will be introduced to the design of prestressed concrete structures subjected to flexure and shear. UNIT I INTRODUCTION – THEORY AND BEHAVIOUR 9 Basic 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. UNIT II DESIGN FOR FLEXURE AND SHEAR 9 Basic 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. 1343 Code – Layout of cables in post-tensioned beams – Location of wires in pre-tensioned beams – Design for shear based on I.S. 1343 Code. UNIT III DEFLECTION AND DESIGN OF ANCHORAGE ZONE 9 Factors 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. 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. UNIT IV COMPOSITE BEAMS AND CONTINUOUS BEAMS 9 Analysis 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. UNIT V MISCELLANEOUS STRUCTURES 9 Design of tension and compression members – Tanks, pipes and poles – Partial prestressing – Definition, methods of achieving partial prestressing, merits and demerits of partial prestressing. TOTAL: 45 PERIODS OUTCOMES: ? Student shall have a knowledge on methods of prestressing and able to design various prestressed concrete structural elements. 66 TEXT BOOKS: 1. Krishna Raju N., "Prestressed concrete", 5 th Edition, Tata McGraw Hill Company, New Delhi, 2012 2. Pandit.G.S. and Gupta.S.P., " Prestressed Concrete", CBS Publishers and Distributers Pvt. Ltd, 2012. REFERENCES: 1. Rajagopalan.N, "Prestressed Concrete", Narosa Publishing House, 2002. 2. Dayaratnam.P., "Prestressed Concrete Structures", Oxford and IBH, 2013 3. Lin T.Y. and Ned.H.Burns, "Design of prestressed Concrete Structures", Third Edition, Wiley India Pvt. Ltd., New Delhi, 2013. 4. IS1343:1980, Code of Practice for Prestressed Concrete, Bureau of Indian Standards, New Delhi, 2012 Tags : Anna University Regulation 2013 Civil 7th Sem Syllabus, Anna University Regulation 2013 CE6702 syllabus , Anna University Civil 7th sem Regulation 2013 Syllabus , CE6702 regulation 2013 syllabus, CE6702 PCS regulation 2013 syllabus, regulation 2013 CE6702 syllabus, R-2013 Civil 7th sem CE6702 syllabus, R-2013 Civil 7th CE6702 PCS Syllabus, Anna University r-2013 Civil 7th CE6702 PRESTRESSED CONCRETE STRUCTURES syllabus , CE6702 PRESTRESSED CONCRETE STRUCTURES R 2013 Syllabus , Anna University Syllabus Regulation 2013, Regulation 2013 Syllabus , Regulation 2013 Civil 7th Semester Syllabus, Regulation 2013 Syllabus anna university, Regulation 2013 PRESTRESSED CONCRETE STRUCTURES Syllabus Anna University, B.E Civil 7th Semester CE6702 Syllabus 2013 Regulation, |
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