Comparative study and analysis of Box girder and U shaped girder for 24m, 28m and 34m span for Metro (Soft copy is also available) (Record no. 68046)

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fixed length control field 02974nam a2200229Ia 4500
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control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210225155813.0
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082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Classification number SD TH-0280
Item number BAN
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Banga, Sohan (PG181024)
245 #0 - TITLE STATEMENT
Title Comparative study and analysis of Box girder and U shaped girder for 24m, 28m and 34m span for Metro (Soft copy is also available)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Date of publication, distribution, etc 2020
300 ## - PHYSICAL DESCRIPTION
Extent xiii,98p.
505 ## - FORMATTED CONTENTS NOTE
Formatted contents note Table Of Contents<br/>Introduction 1<br/>1.1 Introduction 3<br/>1.2 Historcal Background 4<br/>1.3 Advantages 5<br/>1.4 The Need For Study 6<br/>1.5 Objective:- 7<br/>1.6 Scope Of Work:- 7<br/>Literature Review 8<br/>2.1 General 8<br/>2.2 Literature Review 8<br/>2.3 Technical Papers 8<br/>2.4 References: 11<br/>Theory 12<br/>3.1 Superstructure Elements 12<br/>3.1.1 Carriageway 12<br/>3.1.2 Footpath 12<br/>3.1.3 Crash-Barrier 12<br/>3.1.4 Parapet 12<br/>3.1.5 Drainage 12<br/>3.1.6 Lightning 12<br/>3.2 Loading On Bridges 13<br/>3.2.1 Dead Load 13<br/>3.2.2 Live Load 14<br/>3.2.3 Dynamic Augmentation 14<br/>3.2.4 Superimposed Dead Load 15<br/>3.3 Concept Of Prestressed Concrete 15<br/>3.3.1 Loss Of Prestress 16<br/>3.4 Grillage Analogy Method: 17<br/>3.4.1 General Steps For Grillage Analogy Method 17<br/>3.4.2 Grillage Idealization 18<br/>3.4.3 Evaluation Of Equivalent Elastic Properties 20<br/>3.4.4 Application And Transfer Of Loads 20<br/>3.4.4.1 Dead Load: 20<br/>3.4.4.2 Live Load: 21<br/>3.4.5 Interpretition Of Results 21<br/>Analysis And Design 22<br/>4.1 Data Formulation: 22<br/>4.2 Grillage Analysis: 23<br/>4.3 Idealization Of Physical Deck Into Equivalent Grillage 23<br/>4.4 Evaluation Of Equivalent Elastic Inertia Of Members Of Grillage 24<br/>4.4.1 Box Girder Transverse Property 24<br/>4.5 Application And Transfer Of Loads To Various Nodes Of<br/>Grillage 25<br/>4.6 Software Modelling 25<br/>4.7 Steps For Design 33<br/>4.7.1 Data Collection 33<br/>4.7.2 Determination Of Cable Profile 33<br/>4.7.3 Determination Of Losses In Prestressing 33<br/>4.7.4 Check For Stresses 36<br/>4.7.5 Steps To Calculate Stresses 37<br/>4.7.6 Check For Ultimate Strength 38<br/>4.7.7 Check For Shear Force 39<br/>4.7.8 Check For Torsion 40<br/>4.7.9 Check For Deflection 41<br/>4.7.10 Minimum Reinforcement 41<br/>4.7.11 Design Of End Block 41<br/>4.7.12 Elongation Calculation 42<br/>4.7.13 Transverse Analysis Of Girder 43<br/>4.8. Transverse Design Of Girder 44<br/>Results And Conclusion 46<br/>5.1design: 50<br/>5.1.1 Box Girder 50<br/>5.1.2 U Girder: 51<br/>5.2 Cost Comparsion: 54<br/>5.3 Conclusion: 59<br/>5.4 Further Scope Of Work: 59<br/>Annexure 60<br/>Steps: 60<br/>Box Girder 60<br/>Step-2 62<br/>Step-3 Application Of Loads: 63<br/>Super Imposed Dead Load: 63<br/>Live Load: 64<br/>Load Combinations 65<br/>Setting Up The Profile Of Cable 65<br/>Calculation Of Losses In The Cable: 66<br/>
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Vadgama, Vishal (Guide)
890 ## - Country
Country India
891 ## - Topic
Topic 2018 Batch
891 ## - Topic
Topic FT-PG
891 ## - Topic
Topic Structural Design
942 ## - ADDED ENTRY ELEMENTS (KOHA)
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    Dewey Decimal Classification     Faculty of Technology   CEPT Library CEPT Library 30/08/2020 Faculty of Technology SD TH-0280 BAN 022526 30/08/2020 30/08/2020 Thesis
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