Design of sports complex, Nadiad (Softcopy is also available) (Record no. 55081)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02184nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180908s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0229 |
| Item number | PAT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Patel, Dhruv (PT401416) |
| 245 #0 - TITLE STATEMENT | |
| Title | Design of sports complex, Nadiad (Softcopy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2018 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xi,60p.,20sheets |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>CHAPTER 1: INTRODUCTION 1<br/>1.1 General 1<br/>1.2 Historical background 1<br/>1.3 Pre-stressing System 2<br/>1.3.1 Pre-tensioning system 2<br/>1.3.2 Post-tensioning system 3<br/>1.3.3 Thermo-Electric pre-stressing 4<br/>1.3.4 Chemical pre-stressing 4<br/>1.4 Materials for pre-stressed concrete 5<br/>1.4.1 High strength concrete 5<br/>1.4.2 High tensile steel 5<br/>1.5 Advantage of pre-stressing 6<br/>1.6 Detail of Project 7<br/>1.7 Scope of work 7<br/>CHAPTER 2: LITERATURE REVIEW 8<br/>CHAPTER 3: DETAILED METHODOLOGY 11<br/>CHAPTER 4: ANALYSIS AND DESIGN PROCEDURE 13<br/>4.1 Data consideration 13<br/>4.2 Design of RCC beam 16<br/>4.2.1 Design of Singly Reinforced section 16<br/>4.2.2 Design of Doubly Reinforced section 17<br/>4.3 Design of Column 18<br/>4.4 Design of Retaining Wall 18<br/>4.5 Design of Raft Foundation 19<br/>4.6 Design of Swimming pool 19<br/>4.7 Losses of pre-stress 20<br/>4.7.1 Cable profile 20<br/>4.7.2 Calculation of losses 21<br/>4.7.3 Friction loss 22<br/>4.7.4 Anchorage slip 23<br/>4.7.5 Elastic shortening of concrete 23<br/>4.7.6 Shrinkage loss 24<br/>4.7.7 Creep loss 25<br/>4.7.8 Relaxation of stress in steel 25<br/>4.8 Design of pre-stress beam 27<br/>4.8.1 Stresses at section 27<br/>4.8.2 Design of flexure member 28<br/>4.8.3 Serviceability check 30<br/>4.8.4 Concept of load balancing 31<br/>CHAPTER 5: RESULTS AND COMPARISON 33<br/>5.1 Results of post-tensioning beam 33<br/> 5.2 Comparison of conventional and Post-tensioning beam 35 <br/>5.2.1 Comparison of 2nd floor 35<br/>5.2.2 Comparison of 4th floor 36<br/>CHAPTER 6: CONCLUSION AND FUTURE SCOPE 39<br/>6.1 Conclusions 39<br/>6.2 Future scope 39<br/>CHAPTER 7: REFERENCES 40<br/>ANNEXURES 42<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Joshi, Vrajesh (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2016 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 08/09/2018 | Faculty of Technology | SD TH-0229 PAT | 019902 | 08/09/2018 | 08/09/2018 | Thesis |