TY  - BOOK
AU  - Vasava, Mehulkumar (PT402417)
AU  - Patel, Devang (Guide)
TI  - Comparative study of simply supported and continuous span of RCC girder type super-structure (Soft copy is also available)
U1  - SD TH-0264 
PY  - 2019///
N1  - CONTENTS
Declaration	I
Approval Certificate	II
Acknowledgement	III
Abstract	IV
Table of contents	V
LIST OF FIGURES	VIII
LIST OF TABLES	IX
CHAPTER 1 INTRODUCTION	1
1.1	General Introduction	1
1.2	Girder bridge.	2
1.2.1	Solid slab	2
1.2.2	Voided slab:	3
1.2.3	Ribbed Slab	4
1.2.4	Longitudinal girder with top slab and diaphragm	4
1.2.5	Box girder	5
1.3	Project details:	5
1.4	Objectives:	6
1.5	Scope of work	7
CHAPTER 2 LITERRATURE STUDY	9
1.	Parametric study and comparison of I-girder bridge with different support configuration,	
CHAPTER 3 DETAILED METHODOLOGY	11
3.1	General	11
3.2	Overview of methodology	11
3.2.1	Preparation of GAD	11
3.2.2	Load calculation:	12
3.2.3	Modelling and Analysis	13
3.2.4	Analysis of live load	14
3.3	Design philosophy	15
3.3.1	Working stress method	15
3.3.2	Ultimate load method	16
3.3.3	Limit State method	16
3.3.3.1	Ultimate limit state of flexure	16
3.3.3.2	Ultimate limit state of shear	18
3.3.3.3	Ultimate limit state of torsion	21
3.3.3.4	Stress limitation	22
3.3.3.5	Limit state of cracking	22
3.4	Analysis Results and design procedure	23
3.4.1	Design for ultimate limit state of flexure	23
3.4.2	Design for ultimate limit state of shear	24
3.4.3	Design for ultimate limit state of torsion	24
3.4.4	Design for interface shear	25
3.4.5	Analysis and design of deck slab	28
3.4.6	Analysis and design of diaphragm	31
CHAPTER 4 ANALYSIS RESULTS & COMPARISON	33
4.1	General	33
4.2	Analysis Results	33
4.3	Quantity comparison	36
4.3.1	Concrete quantity (m³):	36
4.3.2	Reinforcement quantity (T):	36
4.3.3	Other quantities:	36
CHAPTER 5 CONCLUSION	37
5.1	Conclusion	37
ANNEXURE	39

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