000 | 01978nam a2200181Ia 4500 | ||
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999 |
_c56784 _d56784 |
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008 | 191024s9999||||xx |||||||||||||| ||und|| | ||
082 |
_aSD TH-0243 _bCHA |
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100 |
_aChandaria, Nayan (PT400217) _970479 |
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245 | 0 | _aComparative study of different types of Pier Caps and Piers (Soft copy is also available) | |
260 | _c2019 | ||
300 | _aii,4,xv,283p.,8sheets | ||
505 | _aCONTENTS Declaration i Approval Certificate iii Acknowledgement v Abstract vii Table of Contents ix List of Table xi List of Figures xi Abbreviations xiii CHAPTER 1 Introduction 1 1.1 General 1 1.2 Super-Structure 1 1.3 Sub-Structure 1 1.4 Project Details 3 1.5 Objectives 5 1.6 Scope of Work 5 CHAPTER 2 Literature Review 7 CHAPTER 3 Detailed Methodology 9 3.1 Pier Cap 9 3.1.1 Moment in Pier Cap 10 3.1.2 Shear in Pier Cap 10 3.1.3 Torsion in Shear Cap 11 3.1.4 Live Load on Pier Cap 12 3.1.5 Effective Length 12 3.2 Pier 13 3.2.1 Dead Load 13 3.2.2 Super Imposed Dead Load 14 3.2.3 Wearing Coat 14 3.2.4 Live Load 14 3.2.5 Seismic Load 16 3.2.6 Wind Load 18 3.2.7 Water Current 20 3.2.8 Buoyancy force 22 3.2.9 Bearing Friction 22 3.2.10 Loads at the time of Construction 22 3.2.11 Load Combinations 23 3.3 Design Methodology 25 3.3.1 Limit state design 25 3.3.1.1 Limit state of Flexure 26 3.3.1.2 Limit state of Induced Deformation 26 3.3.1.3 Limit State of Bending and Axial Force 28 3.3.1.4 Limit State of Shear 30 3.3.1.5 Limit State of Torsion 30 3.3.1.6 Limit State of Serviceability 32 3.3.2 Design of Corbel 33 CHAPTER 4 Results and Observations 35 4.1 Forces acting on the Piers 35 4.2 Forces acting on the Pier Cap 37 4.3 Quantity comparison 39 CHAPTER 5 Conclusion 41 References 43 Annexures (Excels of Different Piers and Pier Caps) Drawings (General Arrangement Drawings of Pier and Pier Cap) (Detailing of different Piers and Pier Caps) | ||
700 |
_aPatel, Devang (Guide) _970905 |
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890 | _aIndia | ||
891 | _a2017 Batch | ||
891 | _aFT-PG | ||
891 | _aStructural Design |