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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