Design optimization of precast box culverts (Softcopy is also available) (Record no. 69690)
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000 -LEADER | |
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fixed length control field | 02207nam a2200169Ia 4500 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 110102s9999 xx 000 0 und d |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | B TH-0926 |
Item number | SON |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Soni, Zeel (UC7216) |
245 #0 - TITLE STATEMENT | |
Title | Design optimization of precast box culverts (Softcopy is also available) |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
Date of publication, distribution, etc | 2020-21 |
300 ## - PHYSICAL DESCRIPTION | |
Extent | vii,59p. |
505 ## - FORMATTED CONTENTS NOTE | |
Formatted contents note | Contents<br/>1. INTRODUCTION 10<br/>1.1 Precast Box Culverts 10<br/>1.2. Need of study 10<br/>1.3. Objective 11<br/>1.4. Scope 11<br/>1.5. Research design 11<br/>1.6. Research schedule 12<br/>2. LITERATURE STUDY AND RESEARCH GAP 13<br/>2.1. Literature Study 13<br/>2.2.1. Introduction to precast box culverts 13<br/>2.2.2. Optimization of design 13<br/>2.2. Research gap 14<br/>3. LOADS AND LOAD COMBINATIONS 15<br/>3.1. Loads acting on box culvert 15<br/>3.1.1. Dead load 15<br/>3.1.2. Impact load (4) 16<br/>3.1.3 Temperature load (5) 16<br/>3.1.4. Live load 17<br/>3.2. Combination of loads for limit state design 17<br/>3.2.1. Ultimate Limit state (7) 17<br/>3.2.2. Serviceability Limit state (7) 17<br/>4. DESIGN AND DETAILING OF BOX CULVERTS 19<br/>4.1. Design of box culverts 19<br/>4.1.1. Load calculations 19 <br/>4.1.2. Design for Ultimate limit State 19<br/>4.1.3. Shear Design 19<br/>4.1.4. Design for Serviceability Limit State 20<br/>4.2. Detailing of box culverts 20<br/>4.2.1. Spacing of bars 20 <br/>4.2.2. Design lap length 20 <br/>5. QUANTITY CALCULATION 21<br/>5.1. Quantity of concrete 21<br/>5.2. Quantity of steel 21<br/>5.2.1. Bars without bent 21<br/>5.2.2. Bars with bent 21<br/>6. RESULTS AND COMPARISON 22<br/>6.1. Total designs 22<br/>6.2. Results 23<br/>6.2.1. Total Quantity of steel and concrete 23<br/>6.2.2. Cost analysis 24<br/>6.3. Comparisons 25<br/>6.3.1. Comparison of grade of concrete with steel quantity and thickness of element 25<br/>6.3.2. Comparison of cushion range and steel quantity 27<br/>6.3.3. Cost comparison 28<br/>7. CONCLUSION 32<br/>8. BIBLIOGRAPHY 33<br/>9. ANNEXURE A 34<br/>Annexure A1 34<br/>Dead load calculation: 35<br/>Live Load calculations: 36<br/>Load Combinations 38<br/>Staad Analysis 44<br/>Annexure A2 46<br/>Annexure A3 57<br/>10. ANNEXURE B 58<br/> |
700 ## - ADDED ENTRY--PERSONAL NAME | |
Personal name | Thaker, Parth (Guide) |
890 ## - Country | |
Country | India |
891 ## - Topic | |
Topic | 2016 Batch |
891 ## - Topic | |
Topic | FT-UG |
Withdrawn status | Lost status | 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 |
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Not For Loan | Faculty of Technology | CEPT Library | CEPT Library | 17/05/2022 | Faculty of Technology | B TH-0926 SON | 023669 | 17/05/2022 | 17/05/2022 | Thesis |