**CE6302 MS Question Papers**

Anna University Regulation 2013 CIVIL **CE6302 MS Question Papers for previous years** are provided below. **Previous Year Question Papers for CIVIL 3rd SEM CE6302 MECHANICS OF SOLIDS** are listed down for students to make perfect utilization and score maximum marks with our study materials.

### Anna University Regulation 2013 Electrical and Electronics Engineering (CIVIL) 3rd SEM

#### CE6302 MS -MECHANICS OF SOLIDS Syllabus

#### CE6302 MECHANICS OF SOLIDS L T P C 3 0 0 3

- To learn fundamental concepts of Stress, Strain and deformation of solids with applications to bars, beams and thin cylinders.
- To know the mechanism of load transfer in beams, the induced stress resultants and deformations.
- To understand the effect of torsion on shafts and springs.
- To analyse a complex two dimensional state of stress and plane trusses

UNIT II SHEAR AND BENDING IN BEAMS 9

Beams and Bending- Types of loads, supports – Shear Force and Bending Moment Diagrams for statically determinate beam with concentrated load, UDL, uniformly varying load. Theory of Simple Bending – Analysis of Beams for Stresses – Stress Distribution at a cross Section due to bending moment and shear force for Cantilever, simply supported and overhanging beams with different loading conditions – Flitched Beams.

UNIT III DEFLECTION 9

Double integration method – Macaulay’s methods – Area moment method – conjugate beam method for computation of slopes and deflections of determinant beams.

Torsion of Circular and Hollow Shafts – Elastic Theory of Torsion – Stresses and Deflection in Circular Solid and Hollow Shafts – combined bending moment and torsion of shafts – strain energy due to torsion – Modulus of Rupture – Power transmitted to shaft – Shaft in series and parallel – Closed and Open Coiled helical springs – Leaf Springs – Springs in series and parallel – Design of buffer springs.

UNIT V COMPLEX STRESSES AND PLANE TRUSSES 9

2 D State of Stress – 2 D Normal and Shear Stresses on any plane – Principal Stresses and Principal Planes – Mohr’s circle – Plane trusses: Analysis of plane trusses – method of joints – method of sections.

TOTAL (L:45+T:15): 60 PERIODS

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