UNIT – I
Objective: After studying this unit student will know the basic terms like stress, strain poissons ratio…etc and
stresses in bars of varying cross sections, composite bars, thermal stress in members, stresses on inclined
planes with analytical approach and graphical approach, strain energy under different loadings and also
problem solving techniques.
SIMPLE STRESSES & STRAINS : Elasticity and plasticity – Types of stresses & strains–Hooke’s law – stress
– strain diagram for mild steel – Working stress – Factor of safety – Lateral strain, Poisson’s ratio & volumetric
strain – Bars of varying section – composite bars – Temperature stresses- Complex Stresses - Stresses on an
inclined plane under different uniaxial and biaxial stress conditions - Principal planes and principal stresses -
Mohr’s circle - Relation between elastic constants, Strain energy – Resilience – Gradual, sudden, impact and
shock loadings.
Objective: After studying this unit student will know the basic terms like stress, strain poissons ratio…etc and
stresses in bars of varying cross sections, composite bars, thermal stress in members, stresses on inclined
planes with analytical approach and graphical approach, strain energy under different loadings and also
problem solving techniques.
SIMPLE STRESSES & STRAINS : Elasticity and plasticity – Types of stresses & strains–Hooke’s law – stress
– strain diagram for mild steel – Working stress – Factor of safety – Lateral strain, Poisson’s ratio & volumetric
strain – Bars of varying section – composite bars – Temperature stresses- Complex Stresses - Stresses on an
inclined plane under different uniaxial and biaxial stress conditions - Principal planes and principal stresses -
Mohr’s circle - Relation between elastic constants, Strain energy – Resilience – Gradual, sudden, impact and
shock loadings.
UNIT – II Objective: After studying this unit student will know the construction of shear force diagrams and bending moment diagrams to the different loads for the different support arrangements and also problem solving techniques. SHEAR FORCE AND BENDING MOMENT : Definition of beam – Types of beams – Concept of shear force and bending moment – S.F and B.M diagrams for cantilever, simply supported and overhanging beams subjected to point loads, u.d.l, uniformly varying loads and combination of these loads – Point of contra flexure – Relation between S.F., B.M and rate of loading at a section of a beam.
UNIT – III Objective: After studying this unit student will know the bending and shear stress induced in the beams which are made with different cross sections like rectangular, circular, triangular, I, T angle sections and also problem solving techniques. FLEXURAL STRESSES : Theory of simple bending – Assumptions – Derivation of bending equation: M/ I = f/y = E/R Neutral axis – Determination bending stresses – section modulus of rectangular and circular sections (Solid and Hollow), I,T, Angle and Channel sections – Design of simple beam sections. SHEAR STRESSES: Derivation of formula – Shear stress distribution across various beams sections like rectangular, circular, triangular, I, T angle sections.
UNIT – IV Objective: After studying this unit student will know how to finding slope and deflection for different support arrangements by Double integration method, Macaulay’s method and Moment-Area and also problem solving techniques. DEFLECTION OF BEAMS : Bending into a circular arc – slope, deflection and radius of curvature – Differential equation for the elastic line of a beam – Double integration and Macaulay’s methods – Determination of slope and deflection for cantilever and simply supported beams subjected to point loads, - U.D.L uniformly varying load. Mohr’s theorems – Moment area method – application to simple cases including overhanging beams, Statically Indeterminate Beams and solution methods.
UNIT – V Objective: After studying this unit student will know how a cylinder fails, what kind of stresses induced in cylinders subjected to internal, external pressures and also problem solving techniques. THIN CYLINDERS: Thin seamless cylindrical shells – Derivation of formula for longitudinal and circumferential stresses – hoop, longitudinal and Volumetric strains – changes in dia, and volume of thin cylinders – Riveted boiler shells – Thin spherical shells. THICK CYLINDERS: –lame’s equation – cylinders subjected to inside & outside pressures –compound cylinders.
UNIT –VI Objective: After studying this unit student will know shear stresses induced in circular shafts, discussing columns in stability point of view and columns with different end conditions. TORSION: Introduction-Derivation- Torsion of Circular shafts- Pure Shear-Transmission of power by circular shafts, Shafts in series, Shafts in parallel. COLUMNS: Buckling and Stability, Columns with Pinned ends, Columns with other support Conditions, Limitations of Euler’s Formula, Rankine’s Formula,