LESSON PLAN
( July
to December , Odd Semester )
Name of
the Subject |
: Strength
of Materials |
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Semester |
: I I I , S.E. ( Production ) |
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Number of periods / week |
: 4 |
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Total number of allotted periods / semester |
: 64 |
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Total number of planned periods / semester |
: 64 |
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Total number of weeks / semester |
: 16 |
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Number of practical hours / week |
: 2 |
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Sr. No. |
Topic |
No. of Lectures |
Sub Topic |
Sub-topic to be covered |
Dates |
|
1. |
Stress Strain Analysis ( 7 hours ) |
1. |
1. |
Simple stress & strain, |
Two weeks |
|
2. |
St. Venant’s principle, |
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2. |
1. |
Stress strain diagram , |
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2. |
Deformation of rectangular, circular, uniform & tapering bars, |
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3. |
1. |
Deformation due to self weight, shear stress and strain, |
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2. |
Poisson’s ratio, |
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4. |
1. |
Volumetric strain , |
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2. |
Bulk modulus, |
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5. |
1. |
Relationship between Young’s Modulus, Bulk Modulus and Modulus of Elasticity, |
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6. |
1. |
Factor of safety, |
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2. |
Thermal stresses in simple and compound bars , |
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7. |
1. |
Numerical examples . |
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2. |
Shear force and bending moment ( 7 Hours ) |
1. |
1. |
Axial force & shear force , |
Two weeks |
|
2. |
1. |
BMD & SFD : Basic definitions & sign conventions , |
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3. |
1. |
Simple cases of |
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2. |
Cantilever beam , |
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3. |
Simply supported beam , |
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4. |
1. |
Bending moment diagrams for statically determinate beams including beams with internal hinges, |
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5. |
1. |
U D L |
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2. |
Concentrated load , |
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3. |
Uniformly varying loads , |
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6. |
1. |
Angular loads , |
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2. |
Couples acting directly , |
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7. |
1. |
Relationships between rate of loading, shear force and bending moment and Numerical examples . |
|
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3. |
Simple theory of bending ( 6 Hours ) |
1. |
1. |
Flexure formula for straight beams , |
Two weeks |
|
2. |
Principal axes of inertia , |
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2. |
1. |
Moment of inertia about principal axes , |
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2. |
M.I. for different sections , |
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3. |
1. |
Transfer theory / theorem , |
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2. |
Simple problems involving applications of flexure formula , |
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4. |
1. |
Section modulus , |
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2. |
Moment of resistance of a section , |
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5. |
1. |
Fletched beams , |
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2. |
Equivalent area method , |
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6. |
1. |
Moment of resistance method , |
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2. |
Numerical examples . |
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4. |
Shear stress in beams ( 5 Hours ) |
1. |
1. |
Shear stress formula & its derivation, |
One week |
|
2. |
2. |
Distribution of shear stress across plane sections used commonly for structural purposes , |
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3. |
3. |
I shapes , L shapes , T shapes & others , |
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4. |
4. |
Shear connectors & bolt sections , |
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5. |
5. |
Numerical examples . |
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5. |
Simple theory of torsion ( 6 Hours ) |
1. |
1. |
Torsion equation , |
One week |
|
2. |
Use of torsion equation , |
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3. |
Numerical examples , |
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2. |
1. |
Modulus of ruptures , |
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2. |
Torsion of circular shafts – solid & hollow , |
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3. |
1. |
Stresses in shafts when transmitting powers , |
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2. |
Shafts in series & parallel , |
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4. |
1. |
Numerical examples , |
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2. |
Shaft coupling , |
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3. |
Numerical examples , |
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5. |
1. |
Closed – coiled helical springs under axial load, |
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6. |
1. |
Numerical examples . |
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6. |
Bending moment combined with axial load ( 6 Hours ) |
1. |
1. |
Application to members subjected to eccentric load , |
one week |
|
2. |
1. |
Condition for no tension in sections & for different sections, |
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3. |
1. |
Core of a section , |
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4. |
1. |
Wind pressure on chimneys for different section , |
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5. |
1. |
Numerical examples , |
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6. |
1. |
Retaining walls involving lateral loads . |
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7. |
Principal stresses ( 7 hours ) |
1. |
1. |
General equations for transformation of stress, |
Two weeks |
|
2. |
1. |
Normal & tangential stresses for mutually perpendicular stresses , |
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3. |
1. |
Principal planes and principal stresses , |
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4. |
1. |
Maximum shear stress in shafts subjected to bending , torsion & axial thrust , |
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5. |
1. |
Determination of principal stresses & strains using Mohr’s circle , |
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6. |
1. |
Principal stresses in beams , |
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2. |
Concept of equivalent bending moment & torque , |
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7. |
1. |
Numerical examples . |
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8. |
Deflection of beams ( 8 Hours ) |
1. |
1. |
Introduction to deflection of beams, |
Two weeks |
|
2. |
1. |
Relation ship between slope , deflection and radius of curvature , |
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3. |
1. |
Double integration method & Macaulay’s method , |
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4. |
1. |
Simply supported & overhanging beam analysis using double integration method |
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5. |
1. |
Simply supported & overhanging beam analysis using Macaulay’s method , |
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6. |
1. |
Simply supported & overhanging beam analysis using double integration method for different types of loads such as Concentrated loads, Uniformly distributed load, Uniformly varying load , |
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7. |
1. |
Simply supported & overhanging beam analysis using Macaulay’s method for different types of loads such as Concentrated loads, U.D.L., Uniformly varying load , |
|
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8. |
1. |
Numerical examples. |
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9. |
Struts ( 8 Hours ) |
1. |
1. |
Introduction to struts , |
Two weeks |
|
2. |
1. |
Euler’s theory for long columns, |
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3. |
1. |
Sign conventions , |
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4. |
1. |
Struts subjected to axial loads , |
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5. |
1. |
Concept of buckling , |
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6. |
1. |
Euler’s formula for struts with different support conditions , |
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7. |
1. |
Euler’s and Rankine’s design formula . |
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8. |
1. |
Numerical problems . |
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10. |
Strain energy ( 4 Hours ) |
1. |
1. |
Introduction , |
One week |
|
2. |
1. |
Definition of strain energy , |
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3. |
1. |
Strain energy due to axial forces and bending moment, |
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4. |
1. |
Stresses in axial members & beams due to impact loading . |
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