Design optimization of precast box culverts (Softcopy is also available) (Record no. 69690)

MARC details
000 -LEADER
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
Holdings
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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
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