TY  - BOOK
AU  - Shah, Meet (PT402017)
AU  - Shah, Aanal (Guide)
AU  - Patel, Shashin (Guide)
TI  - Implication of cracked moment of inertia on design of reinforced concrete structure in zone - III (Soft copy is also available)
U1  - SD TH-0260 
PY  - 2019///
N1  - CONTENTS
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


ER  -