RGPV (DIPLOMA
WING) BHOPAL |
OBE CURRICULUM FOR THE COURSE |
FORMAT-3 |
Sheet No. 1/3 |
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Branch |
CIVIL / CTM |
Semester |
4 |
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Course Code |
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Course Name |
Mechanics of Structure |
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Course Outcome
1 |
Articulate
practical applications of moment of inertia of symmetrical and unsymmetrical
structural sections and calculate moment
of inertia of plane
area sections. |
Teach Hrs |
Marks |
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Learning Outcome
1 |
Calculate MI of regular plane area sections and recognize
practical significance of MI. |
4 |
5 |
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Contents |
Definition, M.I. of plane
lamina, Parallel and Perpendicular axes
theorems (without derivations) M.I. of rectangle, square,
circle, semi-circle, quarter
circle and triangle section (without derivations). polar moment of Inertia and radius of gyration. |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome
2 |
Calculate MI of various
symmetrical and asymmetrical sections. |
8 |
10 |
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Contents |
M.I. of symmetrical and
unsymmetrical I-section, Channel section, T-
section, Angle section, Hollow sections and built up sections about
centroidal axes and any other reference axis. |
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Method of Assessment |
Pen Paper Test |
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Course Outcome
2 |
Analyze structural behavior of materials under various loading conditions. |
Teach Hrs |
Marks |
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Learning Outcome
1 |
Calculate
simple stress and strain on axially loaded members and articulate significance of stress – strain curve. |
8 |
10 |
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Contents |
Definition of rigid, elastic and plastic bodies,
deformation of elastic
body under various forces, Definition of stress, strain, elasticity,
Hook’s law, Elastic limit, Modulus of elasticity. Type of Stresses-Normal, Direct,
Bending and Shear
and nature of stresses i.e. Tensile and Compressive stresses.
Standard stress strain
curve for tor steel bar under
tension, Yield stress, Proof stress, Ultimate stress, Strain at various critical points, Percentage
elongation and Factor of safety.
Deformation
of body due to axial force, forces applied at intermediate sections, Maximum and minimum stress
induced, Composite section
under axial loading. |
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Method of Assessment |
Pen Paper Test |
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Learning
Outcome 2 |
Calculate stress and strain due to temperature variation |
4 |
5 |
Contents |
Concept
of temperature stresses and strain, Stress and strain developed due to temperature variation in homogeneous simple
bar (no composite section) |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome 3 |
Calculate change in volume of a member
for given stress condition and Bulk modulus. |
6 |
5 |
Content |
Longitudinal and lateral
strain, Modulus of Rigidity, Poisson’s ratio, Biaxial and
tri-axial stresses, volumetric strain, change in volume, Bulk modulus
(Introduction only). |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome 4 |
Calculate average shear stress, shear strain and shear
modulus. |
4 |
5 |
Contents |
Shear stress
and strain, modulus
of rigidity, complimentary shear stress
Concept of single and double shear, punching shear.
Relation between
modulus of elasticity, modulus of rigidity and bulk modulus
(without derivation). |
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Method of Assessment |
Pen Paper Test |
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Course Outcome
3 |
Draw & Interpret shear
force and bending moment diagrams for various types
of beams and
loading conditions. |
Teach Hrs |
Marks |
Learning Outcome 1 |
Discuss various types
of load, end condition and beam and relate them
with actual field
conditions. |
3 |
3 |
Contents |
Types of supports, beams and loads. |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome 2 |
Calculate shear force
and bending moment
and draw shear force
diagram and bending
moment diagram for beams with given end conditions and
loads. |
17 |
14 |
Contents |
Concept
and definition of shear force and bending moment, Relation between load,
shear force and bending moment (without derivation). Shear force and bending moment diagram for cantilever, simply supported beams and
overhanging beams subjected to point loads, uniformly distributed loads and
couple (combination of any two types of loading), point of contra
flexure. |
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Method of Assessment |
Pen Paper Test |
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Course Outcome
4 |
Determine the bending and shear stresses in beams under
different loading conditions. |
Teach Hrs 12 |
Marks |
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Learning Outcome
1 |
Determine bending stress at a given
location and plot bending stress distribution for given beam under given loads. |
8 |
10 |
Contents |
Concept
and theory of pure bending, assumptions, flexural equation (without derivation), bending stresses and their nature,
bending stress distribution
diagram. Concept of moment
of resistance and simple numerical problems using flexural equation. |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome 2 |
Determine shear stress
at a given location and plot shear stress distribution for various beam
sections. |
8 |
10 |
Contents |
Shear stress
equation (without derivation), relation between maximum and average shear stress for rectangular and circular
section, shear stress distribution diagram. Shear stress distribution for square, rectangular, circle, hollow,
square, rectangular, circular, angle
sections, channel section, I-section, T section. Simple numerical problems based
on shear equation. |
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Method of Assessment |
Pen Paper Test |
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Course Outcome
5 |
Analyse the column
for various loading and end conditions. |
Teach Hours |
Marks |
Learning Outcome
1 |
Discuss ways of failure of columns and end conditions of columns. |
4 |
5 |
Contents |
Concept of compression member, short and long column,
Effective length, Radius of
gyration, Slenderness ratio, Types of end condition for columns, Buckling of axially loaded
columns. |
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Method of Assessment |
Pen Paper Test |
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Learning Outcome 2 |
Calculate safe load for axially loaded
columns applying Euler’s
formula / Rankine’s formula |
8 |
8 |
Content |
Euler’s theory,
assumptions made in Euler’s theory
and its limitations, Application of Euler’s
equation to calculate buckling load. Rankine’ s formula and its application to calculate crippling
load. Concept of working
load/safe load, design
load and factor
of safety. |
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Method of Assessment |
Pen Paper Test |
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Course Outcome
6 |
Evaluate axial forces
in the members of perfect plane trusses. |
Teach Hrs |
Marks |
Learning Outcome
1 |
Calculate forces in members of trusses subjected to point loads at
joints by Method of joints and Method of sections. |
8 |
10 |
Contents |
Classification of frames Types of trusses (Simple, Fink, compound fink,
French truss, pratt
truss, Howe truss, North light truss, King post and Queen post truss)
Assumptions in analysis. Calculate support
reactions for trusses subjected to point
loads at joints Calculate forces
in members of truss using
Method of joints
and Method of sections. |
Method of Assessment |
Pen Paper Test |
Suggested learning
resources:
1.
Khurmi, R.S., Strength of Materials, S Chand and Co. Ltd. New Delhi.
2.
Bansal R K, Strength
of Materials, Laxmi Publications.
3.
Ramamurtham, S, Strength of Materials, Dhanpat
Rai and sons,
New Delhi.
4.
Punmia B C, Strength
of Materials, Laxmi
Publications (p) Ltd. New Delhi.
5.
Subramaniam R, Strength of Materials, Oxford
University Press.
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