000			02058nam a2200193Ia 4500
999			_c56801 _d56801
008			191024s9999||||xx |||||||||||||| ||und||
082			_aSD TH-0260 _bSHA
100			_aShah, Meet (PT402017) _970902
245		0	_aImplication of cracked moment of inertia on design of reinforced concrete structure in zone - III (Soft copy is also available)
260			_c2019
300			_aii,7,x,74p.
505			_aCONTENTS Undertaking i Certificate iii Acknowledgements v Abstract vii Table of Contents ix List of Figures 1 List of Tables 2 1. Introduction 7 1.1 Overview 7 1.2 Philosophy behind implication of reduced stiffness 9 1.3 Need of study 9 1.4 Scope of study 10 1.5 Flow of report 10 2. Literature Review 11 3. Methodology 13 3.1 Procedure/ Methodology 13 3.2 Hypothetical Cases 13 3.3 Real Cases 15 4. Results 19 4.1 Displacement/Drift 19 4.1.1 Drift for model with plan aspect Ratio 1:1 19 4.1.2 Drift for model with plan aspect Ratio 2:1 24 4.1.3 Drift for G+7 residential building 29 4.1.4 Result Discussion of Displacement/Drift 31 4.2 Column 32 4.2.1 Columns results for model with plan aspect Ratio 1:1 for static analysis 32 4.2.2 Columns results for model with plan aspect Ratio 2:1 for static analysis 34 4.2.3 Columns results for model with plan aspect Ratio 1:1 for dynamic analysis 38 4.2.4 Columns results for model with plan aspect Ratio 2:1 for dynamic analysis 40 4.2.5 Columns results for G+7 residential building 44 4.2.6 Result Discussion of columns 47 4.3 Beams 49 4.3.1 Beams results for model with plan aspect Ratio 1:1 for static analysis 49 4.3.2 Beams results for model with plan aspect Ratio 2:1 for static analysis 55 4.3.3 Beams results for G+7 residential building 67 4.3.4 Result discussion of beams 69 4.4 Beam-Column joint 70 4.4.1 Result discussion of beam-column joint 72 5. Conclusion 73 5.1.1 Future scope of work 73 6. References 74
700			_aShah, Aanal (Guide) _970903
700			_aPatel, Shashin (Guide) _970904
890			_aIndia
891			_a2017 Batch
891			_aFT-PG
891			_aStructural Design