17CV42 Analysis of Determinate Structures syllabus for CV



A d v e r t i s e m e n t

Module-1 Introduction and Analysis of Plane Trusses 10 hours

Introduction and Analysis of Plane Trusses:

Structural forms, Conditions of equilibrium, Compatibility conditions, Degree of freedom, Linear and non linear analysis, Static and kinematic indeterminacies of structural systems, Types of trusses, Assumptions in analysis, Analysis of determinate trusses by method of joints and method of sections.

Module-2 Deflection of Beams 10 hours

Deflection of Beams:

Definition of slope, Deflection and curvature, Sign conventions, Derivation of moment-curvature equation. Double integration method and Macaulay’s method: Slope and deflection for standard loading cases and for determinate prismatic beams subjected to point loads, UDL, UVL and couple.

Moment area method: Derivation, Mohr’s theorems, Sign conventions, Application of moment area method for determinate prismatic beams, Beams of varying section, Use of moment diagram by parts.

Conjugate beam method: Real beam and conjugate beam, conjugate beam theorems, Application of conjugate beam method of determinate beams of variable cross sections.

Module-3 Energy Principles and Energy Theorems 10 hours

Energy Principles and Energy Theorems:

Principle of virtual displacements, Principle of virtual forces, Strain energy and complimentary energy, Strain energy due to axial force, bending, shear and torsion, Deflection of determinate beams and trusses using total strain energy, Deflection at the point of application of single load, Castigliano’s theorems and its application to estimate the deflections of trusses, bent frames, Special applications-Dummy unit load method.

Module-4 Arches and Cable Structures 10 hours

Arches and Cable Structures:

Three hinged parabolic arches with supports at the same and different levels. Determination of normal thrust, radial shear and bending moment. Analysis of cables under point loads and UDL. Length of cables for supports at same and at different levels- Stiffening trusses for suspension cables.

Module-5 Influence Lines and Moving Loads 10 hours

Influence Lines and Moving Loads:

Concepts of influence lines-ILD for reactions, SF and BM for determinate beams-ILD for axial forces in determinate trusses-Reactions, BM and SF in determinate beams using rolling loads concepts.

 

Course outcomes: After studying this course, students will be able to:

1. Evaluate the forces i n determinate trusses by method of joints and sections.

2. Evaluate the deflection of cantilever, simply supported and overhanging beams by different methods

3. Understand the energy principles and energy theorems and its applications to determine the deflections of trusses and bent frames.

4. Determine the stress resultants in arches and cables.

5. Understand the concept of influence lines and construct the ILD diagram for the moving loads.

 

Text Books:

1. Reddy C S, Basic Structural Analysis, Tata McGraw Hill, New Delhi.

2. Muthu K U. etal, Basic Structural Analysis, 2nd edition, IK International Pvt. Ltd., New Delhi,2015.

3. Bhavikatti, Structual Analysis, Vikas Publishing House Pvt. Ltd, New Delhi, 2002.

 

Reference Books:

1. Hibbeler R C, Structural Analysis, Prentice Hall, 9th edition, 2014

2. Devadoss Menon, Structural Analysis, Narosa Publishing House, New Delhi, 2008.

3. Prakash Rao D S, Structural Analysis, University Press Pvt. Ltd, 2007.

Last Updated: Tuesday, January 24, 2023