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CE6702 Prestressed Concrete Structures
Semester : 07
Department : Civil
Year : Forth Year (IV Year)
Regulation : 2013
Subject Code / Name : CE6702 Prestressed Concrete Structures
Content : Question Banks, Books, Lecture Notes, Important Part A 2 Marks Questions and Important Part B 16 Mark Questions, Anna University Question Papers Collections
CE6702 PRESTRESSED CONCRETE STRUCTURES
UNIT I INTRODUCTION – THEORY AND BEHAVIOUR
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
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
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
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
Design of tension and compression members – Tanks, pipes and poles – Partial prestressing – Definition, methods of achieving partial prestressing, merits and demerits of partial prestressing.
Click below link to DOWNLOAD the Notes
| Books Collections |
Prestressed Concrete Structures Books Collections
- Prestressed Concrete Structures Books Collections – DOWNLOAD
| Lecture Notes |
CE6702 Prestressed Concrete Structures Lecture Notes
- Lecture Notes Collections 1 – DOWNLOAD
| Part A – 2 Marks |
CE6702 Prestressed Concrete Structures unit wise 2 marks with Answers
- UNIT 1 – DOWNLOAD
- UNIT 2 – DOWNLOAD
- UNIT 3 – DOWNLOAD
- UNIT 4 – DOWNLOAD
- UNIT 5 – DOWNLOAD
| Part B – 16 Marks |
CE6702 Prestressed Concrete Structures unit wise 16 marks with answers
Part B – 16 Marks Collection 1
Part B – 16 Marks Collection 1
- UNIT 1 – DOWNLOAD
- UNIT 2 – DOWNLOAD
- UNIT 3 – DOWNLOAD
- UNIT 4 – DOWNLOAD
- UNIT 5 – DOWNLOAD
Part B – 16 Marks Collection 2
| Question Papers |
CE6702 Prestressed Concrete Structures Question Papers Collection
- DOWNLOAD – 5 Years UNIT 1 – UNIT 5 Question Papers Collection
- DOWNLOAD – Prestressed Concrete Structures NOV DEC 2015 Question Paper
- DOWNLOAD – Prestressed Concrete Structures NOV DEC 2013 Question Paper
- DOWNLOAD – Prestressed Concrete Structures NOV DEC 2009 Question Paper
| IMPORTANT QUESTIONS IN KRISHNARAJU BOOK |
Prestressed Concrete Structures Books Collections
- Prestressed Concrete Structures Books Collections – DOWNLOAD
Prestressed concrete structures university questions
Unit-1 1.94-4.2 2.126-5.3 3.93-4.1 4.102-4.7 very very imp 3times 5.125 -5.2 6.133 -5.8 8m 7.114- 4.16 10m 8.103 -4.8 9.101- 4.6 10.97- 4.5 11.142- 5.14 12.144 5.16 13. methods of prestressing 3 times very imp. Pg74 14.loss of prestress refer code book Unit-21.203-7.7 2.207-7.9 2times 3.201-7.4 4.202-7.5 2times 5. Strain compatibility method 8m. Pg192 6.types of flexural failure pg190
Unit-3 1.factors influencing deflection pg 151 2.291-10.1 3times veey imp 3.magnel method 8m pg 290 4.short and long term deflection of cracked member pg163,171 Unit-4 1.types of composite construction very imp 3 times pg 410 2.418-14.4 3.413-14.1 2times 4. 420-14.5 2 times 5.428- 14.11 2times 6.422-14.6 8m 7.431-14.12 2times 8.design procedure for composite section 2times pg 430 Unit-5 1.513-16.5 3times 2.516-16.7 3 times 3.494-16.2 4. General features and junction of tank wall and base slab 2times pg499,503 5. Merits and demerits of partial prestressing
Unit-1 1.94-4.2 2.126-5.3 3.93-4.1 4.102-4.7 very very imp 3times 5.125 -5.2 6.133 -5.8 8m 7.114- 4.16 10m 8.103 -4.8 9.101- 4.6 10.97- 4.5 11.142- 5.14 12.144 5.16 13. methods of prestressing 3 times very imp. Pg74 14.loss of prestress refer code book Unit-21.203-7.7 2.207-7.9 2times 3.201-7.4 4.202-7.5 2times 5. Strain compatibility method 8m. Pg192 6.types of flexural failure pg190
Unit-3 1.factors influencing deflection pg 151 2.291-10.1 3times veey imp 3.magnel method 8m pg 290 4.short and long term deflection of cracked member pg163,171 Unit-4 1.types of composite construction very imp 3 times pg 410 2.418-14.4 3.413-14.1 2times 4. 420-14.5 2 times 5.428- 14.11 2times 6.422-14.6 8m 7.431-14.12 2times 8.design procedure for composite section 2times pg 430 Unit-5 1.513-16.5 3times 2.516-16.7 3 times 3.494-16.2 4. General features and junction of tank wall and base slab 2times pg499,503 5. Merits and demerits of partial prestressing
- DOWNLOAD – KRISHNARAJU BOOKS (PDF) FOR Prestressed Concrete Structures
| Question Banks |
CE6702 Prestressed Concrete Structures Question Bank
- DOWNLOAD – 5 Years UNIT 1 – UNIT 5 Important Questions
- Collection 1 – DOWNLOAD
- Collection 2 – DOWNLOAD
- Collection 3 – DOWNLOAD
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