TY  - BOOK
AU  - Muthu, K. U. & others
TI  - Basic structural analysis
SN  - 9789385909573
U1  - 624.171 
PY  - 2018///
CY  - New Delhi
PB  - I. K. International Publishing House Pvt. Ltd.
KW  -  
N1  - CONTENTS
Preface to the Third Edition         v
Preface to the Second Edition  v
Preface to the First Edition  vii
Acknowledgements  viii
Preamble  xiii
Concept Map    xiv
1.	General Introduction	1
1.1	Structural Forms  1
1.2	Statically Determinate and Indeterminate Structures	7
1.3	Static Indeterminacy	10
1.4	Kinematic Indeterminacy	21
1.5	Structural  Systems	27
2.	Framed Structures	35
2.1	Plane Frames	35
2.2	Perfect, Imperfect and Redundant Pin Jointed Frames	36
2.3	Graphical Solution-Force Diagrams	37
2.4	Method of Joints	43
2.5	Method .of Sections	73
2.6	Method of Tension Coefficients	95
	o'
3.	Double Integration Method	118
3.1	1	Introduction	118
3.2	Definition of Deflection of a Beam	118
3.3	Significance  of  Computations of  Deflections	119
3.4	Differential Equation of the Elastic Curve	119
3.5	Euler-Bernoulli Equation	123
3.6	Double Integration Method	123
3.7	Deflection  of Beams-Standard  Cases	125
3.8	Numerical Problems	135
3.9	Macaulay's Method 	137
3.10	Successive  Integration	180
4.	Moment Area Method	198
4.1	Introduction	198
4.2	Mohr's  Theorems	198
4.3	Application of Moment Area Method	202
5.	Conjugate Beam Method	236
5.1	Introduction	236
5.2	Numerical Examples on Conjugate Beam Method	238
6.	Strain Energy Method	263
6.1	Strain Energy	263
6.2	Castigliano's  Theorems	278
6.3	Numerical Examples on Deflection of Bent Frames	324
6.4	Deflection of Statically Determinate Beams	328
7.	Moving Loads and Influence Line Diagram	358
7.1	Introduction	358
7.2	Single Concentra:ted Load Moving on a Simply Supported Beam	359
7.3	Maximum Reactions and Shear Force in Beams Due to
Uniformly Distributed Loads (UDL Longer than the Span)	363
7.4	Maximum Shear Force and Bending Moment When Uniformly Distributed
Load Shorter than the Span is Moving Across the Span	365
7.5	A Train of Loads Travel Across the Beam	368
7.6	Numerical  Examples	369
7.7	Influence Lines	381
7.8	ILD for Simply Supported Beams	383
7.9	Shear Force at a Section	385
7.10	Bending _Moment at a Section	387
7.11	Numerical  Examples	388
7.12	Influence Line for Determinate Truss	396
7.13	Counter  Bracing	408
8.	Three Hinged Arches	416
8.1	Introduction	416
8.2	Types of Arches  	417
8.3	Comparison Between Three Hinged, Two Hinged and Fixed Arches	420
8.4	Arch versus Beam	420
8.5	Linear Arch	421
8.6	Eddy's Theorem	423
8.7	• Analysis of Three Hinged Arch	425
8.8	Normal Thrust and Radial Shear in an Arch	426
8.9	Geometrical Properties of Parabolic and Circular Arches	427
8.10	Influence Line Diagram for Three Hinged Arches	428
8.11	Three Hinged Circular Arch at Different Levels	454
8.12	Absolute Maximum Bending Moment Diagram for a Three
Hinged Parabolic Arch	466
8.13	Temperature Effect in Three Hinged Arches	469
9.	Cables and Suspension Bridges	480
9.1	Introduction	480
9.2	Equilibrium  of  a Suspension Cable Subjected to Concentrated  Loads	480
9.3	Equilibrium of Cable Subjected to Uniformly Distributed Load	482
9.4	Length of Cable	484
9.5	Cable with Support at Different Levels	485
9.6	Suspension  Cable  Supports	487
9.7	Suspension Bridges	503
9.8	Analysis of Three Hinged Stiffening Girder Suspension Bridge	504
10.	Propped Cantilever Beams	523
10.1	Introduction	523
10.2	Procedure for the Analysis of Propped Cantilever Beams	524
10.3	Numerical  Examples    	524
11.	Fixed Beams	561
11.1	Introduction   	561
11.2	Numerical  Examples	562
12.	Continuous Beams	626
12.1	Introduction	626
12.2	Derivation  of  Clapeyron's Theorem (Theorem of Three Moments)	627
12.3	Application of Three Moment Equation in Case of Beams When
One or Both of the Ends are Fixed	630
12.4	Numerical Examples on Continuous Beams	635
12.5	Uneven Supports	693
13.	Influence Lines for Indeterminate Beams	702
13.1	Introduction	702
13.2	Development  of Influence Line Diagram	706
13.3	Numerical  Examples	707
13.4	Influence Lines Using Moment Distribution Method	744
References	755
Index	757

ER  -