CE8402 SM-II Syllabus

Anna University Regulation 2017 CIVIL CE8402 SM-II Syllabus for all 5 units are provided below. Download link for CIVIL 4th SEM CE8402 STRENGTH OF MATERIALS II Engineering Syllabus is listed down for students to make perfect utilization and score maximum marks with our study materials.

Anna University Regulation 2017 Civil Engineering (CIVIL) 4th SEM CE8402 STRENGTH OF MATERIALS II Engineering Syllabus

CE8402 STRENGTH OF MATERIALS II
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
Strain energy and strain energy density – strain energy due to axial load (gradual, sudden and impact loadings) , shear, flexure and torsion – Castigliano’s theorems – Maxwell’s reciprocal theorem – Principle of virtual work – unit load method – Application of energy theorem for computing deflections in determinate beams , plane frames and plane trusses – lack of fit and temperature effects – Williot Mohr’s Diagram.
UNIT II INDETERMINATE BEAMS
Concept of Analysis – Propped cantilever and fixed beams – fixed end moments and reactions –sinking and rotation of supports – Theorem of three moments – analysis of continuous beams –shear force and bending moment diagrams

UNIT III COLUMNS AND CYLINDERS
Euler’s column theory – critical load for prismatic columns with different end conditions – Effective length – limitations – Rankine-Gordon formula – Eccentrically loaded columns – middle third rule -core of a section – Thin cylindrical and spherical shells – stresses and change in dimensions -Thick cylinders – Compound cylinders – shrinking on stresses.
UNIT IV STATE OF STRESS IN THREE DIMENSIONS
Stress tensor at a point – Stress invariants – Determination of principal stresses and principal planes – Volumetric strain. Theories of failure: Maximum Principal stress theory – Maximum Principal strain theory – Maximum shear stress theory – Total Strain energy theory – Maximum distortion energy theory – Application problems.
Unsymmetrical bending of beams of symmetrical and unsymmetrical sections – Shear Centre -curved beams – Winkler Bach formula – stresses in hooks.

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CE8402 SM-II Syllabus

Anna University 4th Sem CIVIL SM-II Syllabus