Structure I
Course Objective:
To understand the internal effects of loads and actions, simple stresses and strains.
- Introduction(4 hours)
- Rigid bodies and deformable bodies
- Mechanics of materials - study of deformable bodies
- Basic definition of a structure
- Strength, stiffness and stability - fundamental characteristics
- Structural supports and support reactions
- Mechanical properties of materials
- Stress and strain(6 hours)
- Review of equilibrium and equations of equilibrium
- Method of section to analyse the internal effect of forces on a body
- Free body diagrams
- Notion of internal force and deformation
- Internal forces and deformations due to a general type of external load
- Notion of stress and strain
- 4 cases of simple stresses and strains: Axial, Shear, Flexure and Torsion
- Force - Displacement relationship; Stress - Strain relationship
- Geometrical Properties of Section(6 hours)
- Centroid of an area
- Moment of area
- Moment of inertia about perpendicular axes
- Polar moment of inertia
- Parallel axis theorem
- Section modulus
- Radii of gyration of sections about perpendicular axes
- Section Modulus
- Moment of inertia of compound sections
- Axial Stress and strain(6 hours)
- Simple case of axial forces and deformations (struts, bars, rods)
- Magnitude and direction of axial forces (Compressive and Tensile)
- Magnitude and direction of axial deformation (Shortening and Elongation)
- Axial stress and axial strain (Normal to plane)
- Hooke's law for simple axial stress and strain, Modulus of Elasticity
- Stress - strain diagram
- Ultimate strength, factor of safety and working stress
- Lateral strain due to axial deformation, Poisson ratio
- Temperature stress and strain
- Hooke's law and elastic constants for cases other than simple axial case
- Review of relation between elastic constants
- Shear(2 hours)
- Simple case of pure shear (riveted joint, bolted joint)
- Magnitude and direction of shear force (Tangential)
- Magnitude and direction of shear deformation (shear angle and linear)
- Shear stress and shear strain (Tangential to plane)
- Hooke's law for shear stress and strain, Modulus of Rigidity
- Flexure (Pure Bending)(5 hours)
- Simple case of pure bending (beam without transverse shear force)
- Magnitude and direction of bending moment
- Magnitude and direction of flexural deformation (curvature and rotation)
- Elastic curve and neutral axis
- Bending stresses - theory of simple bending (Flexural formula)
- Design of homogeneous beam sections for flexure
- Torsion(2 hours)
- Simple case of pure twisting of circular shaft
- Magnitude and direction of twisting moment
- Magnitude and direction of torsional deformation
- Shear stress due to twisting moment
- Transverse Bending(8 hours)
- Pure, transverse, plane and oblique bending
- Review of beam reactions
- Magnitude and direction of Shear force and bending moment
- Sign convention of shear force and bending moment
- Relationship between rate of loading, shear force and bending moment
- Bending moment and shear force diagrams
- Deflection and angle of rotation
- Columns and Struts(6 hours)
- Support conditions of columns and struts
- Equivalent length and slenderness ratio
- Buckling and buckling load
- Euler's formula for pin-ended columns
- Euler's formula for columns with other end conditions
References:
- Mechanics of Materials, Beer & Johnston, McGraw-Hill Co
- Mechanics of Materials, Hibbler,
- Strength of Materials, Timoshenko & Gere,
Evaluation Scheme:
Chapters |
Hours |
Marks Distribution* |
1 |
4 |
8 |
2 |
6 |
10 |
3 |
6 |
12 |
4 |
6 |
12 |
5, 6, and 7 |
9 |
15 |
8 |
8 |
15 |
9 |
6 |
8 |
Total |
44 |
80 |
*Note: There may be minor deviation in marks distribution.
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