All policies and guidelines regarding the structure of the course and assessment are laid out in detail in the Policies and Guidelines tab.
Topics
|
Tutorial Sheets
|
Review of the concepts of stress and strain (1 week)
Class Notes
- Concept of stress
- Concept of strain
- Stress-strain relations (Generalized Hooke’s law)
|
|
Torsion (1 week)
Class Notes
- Torsion of shafts with circular cross-section
- Angle of twist
- Statically indeterminate shafts
- Basics of transmission shaft design
|
TS1
|
Bending of beams (2 weeks)
Class Notes-I Class Notes-II
- Shear and bending moment diagrams
- Relationship between load, shear, and bending moment
- Bending deformation
- Flexure formula
- Unsymmetric bending (may be dropped)
|
TS2A Soln TS2B
|
|
Shear in beams and thin-walled members (1 week)
Class Notes
- Shear in straight beams
- Shear formula
- Shear flow in built-up members
- Shear centre in open thin-walled members (may be dropped)
|
TS3
|
Transformation of stress and strain (2 weeks)
Class Notes-I Class Notes-II
- Plane stress transformation
- Principal stresses and maximum in-plane shear stress
- Mohr’s circle for plane stress
- Absolute maximum shear stress
- Plane strain transformation
- Mohr’s circle for plane strain (may be dropped)
- Absolute maximum shear strain
- Recap of material property relations
- Strain rosettes
|
TS4 TS5
|
Miscellaneous applications (1 or 2 weeks)
Class Notes-I Class Notes-II
- Thin-walled pressure vessels
- Thick-walled pressure vessels (may be dropped)
- Principal stresses in a beam
- Stresses under combined loads
|
TS6 TS7
|
Deflection of beams (1 week)
Class Notes
- Deformation under transverse loading
- Statically indeterminate beams
- Method of superposition
|
TS8
|
Buckling of columns (1 week)
Class Notes
- Stability of columns
- Ideal column with pin supports
- Columns having various types of supports
- Centric load design (may be dropped)
|
TS9
|
Energy methods (1 week)
Class Notes
- External work and strain energy
- Elastic strain energy for various types of loading
- Impact loading (may be dropped)
- Principle of virtual work
- Castigliano’s theorem: deflections; statically indeterminate structures
|
TS10
|