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PUBLISHED FOR GATE 2016

Edition 1st
Publisher NODIA
Pages 500
Binding Paper Back
Language          English

SALIENT FEATURES

  • Brief Theory

  • Problem Solving Methodology

  • Fundamental Concepts & Formulae Review

  • Vast Question book with Full Solutions

  • Multiple Choice Questions, Memory Based Questions and Numerical Types Questions

  • Full width coverage of GATE Syllabus

  • Well explained and error free solutions


TABLE OF CONTENTS

 

CHAPTER 1 INDETERMINACY OF STRUCTURES/REDUNDANCY

1.0 STATIC INDETERMINACY

1.0.1 Total Indeterminacy and External Indeterminacy

1.0.2 Total Degree of Redundancy

1.1 KINEMATIC INDETERMINACY/DEGREE OF FREEDOM (DOF)

1.1.1 Beams

1.1.2 Trusses

1.1.3 Rigid Jointed Plane Frames

1.2 UNSTABILITY IN STRUCTURES

EXERCISE

SOLUTIONS

 

CHAPTER 2 ANALYSIS OF STATICALLY DETERMINATE BEAMS AND TRUSSES

2.0 STATICALLY DETERMINATE BEAMS

2.0.1 Bending Moment and Shear Force

2.0.2 Shear Force Diagram (SFD)

2.0.3 Bending Moment Diagram (BMD)

2.1 TRUSSES

2.1.1 Analysis of Trusses

2.1.2 Method of Joints

2.1.3 Method of Section

2.2 RELATION BETWEEN LOAD, SHEAR AND BENDING MOMENT

EXERCISE

SOLUTIONS

 

CHAPTER 3 DEFLECTION IN STATICALLY DETERMINATE BEAMS

3.0 DOUBLE INTEGRATION METHOD

3.1 MOMENT AREA METHOD

3.2 MACAULAY METHOD

3.3 CONJUGATE BEAM METHOD

3.4 METHOD OF SUPERPOSITION

3.5 CASTIGLIANO’S THEOREM

3.6 UNIT LOAD METHOD

EXERCISE

SOLUTIONS

 

CHAPTER 4 ENERGY METHOD FOR ANALYSIS OF STRUCTURE

4.0 STRAIN ENERGY THEOREMS

4.0.1 Axial Load

4.0.2 Shear

4.0.3 Bending

4.0.4 Twisting Moments

4.1 THEOREM OF MINIMUM POTENTIAL ENERGY

4.2 PRINCIPLE OF VIRTUAL WORKS

4.3 CASTIGLIANO’S THEOREM

4.4 BETTI’S LAW

4.5 MAXWELL’S RECIPROCAL THEOREM

4.6 APPLICATION OF ENERGY THEOREMS FOR DETERMINATION OF DEFLECTION

4.6.1 Simple and Continuous Beams

4.6.2 Pin Jointed Truss

4.6.3 Portal Frames

EXERCISE

SOLUTIONS

 

CHAPTER 5 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES

5.0 FORCE METHOD/FLEXIBILITY OR COMPATIBILITY METHOD

5.0.1 Consistent Deformation

5.0.2 Three Moment Method

5.0.3 Column Analogy Method

5.1 ENERGY METHODS

5.2 DISPLACEMENT METHOD/STIFFNESS OR EQUILIBRIUM METHOD

5.2.1 Slope Deflection Method

5.2.2 Moment Distribution Method

5.2.3 Kani’s Method

EXERCISE

SOLUTIONS

 

CHAPTER 6 ROLLING LOADS AND INFLUENCE LINE DIAGRAMS

6.0 ROLLING LOADS

6.0.1 Single Concentrated Load

6.0.2 Series of Concentrated Load

6.0.3 Uniformly Distributed Load

6.1 INFLUENCE LINE DIAGRAMS

6.1.1 Basic Concept

6.1.2 Muller Breslau Principle

6.1.3 ILD For Determinate Beams

6.1.4 ILD for Trusses

6.1.5 ILD for Arches

6.2 APPLICATION OF ILD FOR DETERMINATION OF

6.2.1 Support Reaction

6.2.2 B.M at a Section

6.2.3 S.F at a Section

EXERCISE

SOLUTIONS

 

CHAPTER 7 ARCHES AND CABLES

7.0 CABLES

7.0.1 Cables Under Uniform Load

7.0.2 Cables Under Concentrated Load

7.1 ARCHES

7.1.1 Pressure Lines

7.1.2 Eddy’s Theorem

7.1.3 Three Hinged Arches

7.1.4 Two Hinged Arches

7.2 THERMAL EFFECTS

EXERCISE

SOLUTIONS

 

CHAPTER 8 MATRIX METHOD OF ANALYSIS

8.0 FORCE / FLEXIBILITY / COMPATIBILITY METHOD

8.1 STIFFNESS / DISPLACEMENT / EQUILIBRIUM METHOD

EXERCISE

SOLUTIONS

 

CHAPTER 9 SHEAR CENTRE

EXERCISE

SOLUTIONS

SALIENT FEATURES OF TEST SERIES

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30 Subjectwise Tests  
100 Topic Tests  
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