Friday, 25 April 2014

CE6402 STRENGTH OF MATERIAL SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CIVIL 4TH SEM CE6402 SYLLABUS



CE6402 STRENGTH OF MATERIAL SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CIVIL 4TH SEM CE6402 SYLLABUS

CE6402 STRENGTH OF MATERIAL SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CE6402 SYLLABUS 
CE6402 STRENGTH OF MATERIAL SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CE6402 SYLLABUS
CE6402 STRENGTH OF MATERIAL SYLLABUS | ANNA UNIVERSITY REGULATION 2013 CE6402 SYLLABUS 


CE6402 STRENGTH OF MATERIALS LT P C
3 1 0 4

OBJECTIVES:
• To know the method of finding slope and deflection of beams and trusses using energy theorems and to know the concept of analysing indeterminate beam
• To estimate the load carrying capacity of columns, stresses due to unsymmetrical bending and various theories for failure of material.

UNIT I ENERGY PRINCIPLES 9
Strain energy and strain energy density - strain energy due to axial load, shear, flexure and torsion - Castigliano's theorems - Maxwell's reciprocal theorems - Principle of virtual work - application of energy theorems for computing deflections in beams and trusses - Williot Mohr's Diagram.

UNIT II INDETERMINATE BEAMS 9
Concept of Analysis - Propped cantilever and fixed beams-fixed end moments and reactions - Theorem of three moments - analysis of continuous beams - shear force and bending moment diagrams.

UNIT III COLUMNS AND CYLINDER 9
Euler's theory of long columns - critical loads for prismatic columns with different end conditions; Rankine-Gordon formula for eccentrically loaded columns - Eccentrically loaded short columns - middle third rule - core section - Thick cylinders - Compound cylinders. 

UNIT IV STATE OF STRESS IN THREE DIMENSIONS 9
Determination of principal stresses and principal planes - Volumetric strain -Theories of failure -
Principal stress - Principal strain - shear stress - Strain energy and distortion energy theories -
application in analysis of stress, load carrying capacity.

UNIT V ADVANCED TOPICS IN BENDING OF BEAMS 9
Unsymmetrical bending of beams of symmetrical and unsymmetrical sections - Shear Centre -
curved beams - Winkler Bach formula.
TOTAL (L:45+T:15): 60 PERIODS

OUTCOMES:
• students will have through knowledge in analysis of indeterminate beams and use of energy method for estimating the slope and deflections of beams and trusses.
• they will be in a position to assess the behaviour of columns, beams and failure of materials.

TEXT BOOKS:
1. Rajput R.K. "Strength of Materials (Mechanics of Solids)", S.Chand & company Ltd., New Delhi, 2010.
2. Egor P Popov, "Engineering Mechanics of Solids", 2nd edition, PHI Learning Pvt. Ltd., New Delhi, 2012

REFERENCES:
1. Kazimi S.M.A, "Solid Mechanics", Tata McGraw-Hill Publishing Co., New Delhi, 2003
2. William A .Nash, "Theory and Problems of Strength of Materials", Schaum's Outline Series, Tata McGraw Hill Publishing company, 2007.
3. Punmia B.C."Theory of Structures" (SMTS) Vol 1&II, Laxmi Publishing Pvt Ltd, New Delhi 2004.
4. Rattan.S.S., "Strength of Materials", Tata McGraw Hill Education Pvt. Ltd., New Delhi, 2011.


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