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Theory of
Structures (TOS)
Course overview andTeaching methodology
Prof. Omkar Parishwad
+91 9922952801
Omkar.Parishwad@indiraicad.ac.in
Subject Code: 113427
Course Content / Syllabus..
1. Forces
2. Centre of Gravity
3. Moment of Inertia
4. Supports and Loads
5. Shear Force & Bending Moment
B. Arch - FY Term I
BatchA
Tuesday:Theory of Structures I (8:15 am to 9:00 am) – 1 class
Wednesday:Theory of Structures I (8:15 am to 9:45 am) – 2 classes
Batch B
Thursday:Theory of Structures I (8:15 am to 9:45 am) – 2 classes
Friday:Theory of Structures I (8:15 am to 9:00 am) – 1 class
Approximate: three weeks per topic..
TOS:
Architects +
Engineers =
STRUCTURES
SnowflakesNaturally Occurring Structures Eggshell MembraneFelted Pods
What? Why? Where? When? How?
Gothic Cathedrals
Joseph Paxton
The Crystal Palace, London
1850’s
Buckminster Fuller
US Pavilion, Montreal
1967’s
Oscar Niemeyer
Metropolitan Cathedral, Brasilia
1970’s
Jorn Otzon
Opera House Sydney
1970’s
Guggenheim Museum, Bilbao, Spain
In Continuation..
Basics: Correlation between
– Mass, Force and Acceleration
ACCELERATION
Various Loads
Wind Load
Seismic Loads
Various Forces
Impact
Temperature
Forces
▪ Understanding of basic forces and moments;
– Definition, cause, effect, units
– Types of forces, loads
– Conditions of equilibrium
Forces
▪ Applied Mechanics, Statics and Dynamics. Importance of Study.
▪ Forces, Definition, Effects, Different Systems, Principle ofTransmissibility
and Superimposition of Forces. Resolution and Composition of Forces.
▪ Equilibrium of Concurrent Forces. Parallelogram, Polygonal &Triangular
Law of Forces.
▪ Lami’sTheorem. Analytical and Graphical Solution of Forces. Resultant and
Equilibrant of a System of Concurrent Forces.
▪ Equilibrium of NonConcurrent Forces.Varignon’s Principle. Resultant of a
system of noncurrent forces as in a beam.
Center of Gravity
▪ Concentrated Force
▪ Axis of Symmetry
▪ Stability of a structure
Center of Gravity
▪ Definition of Centre of Gravity and Centroid.
▪ Centre of Gravity of Regular Shapes.
▪ Computing of Centre of Gravity
of complex Shapes limited to
Standard Steel Sections like C,T,
L, I and Compound Sections.
Moment of Inertia
A Body’s tendency
to resist angular
acceleration.
𝑰 = 𝒎 ∗ 𝒓 𝟐
m = Sum of the
products of the mass
r = Distance from
the axis of rotation
Moment of Inertia
▪ Definition of Moment of Inertia.
▪ Calculating Moment of Inertia of Standard Shapes.
▪ Parallel AxisTheorem, Perpendicular AxisTheorem,
Radius of Gyration.
▪ Computing Moment of Inertia of Complex Shapes
Limited to C,T, L, I and Compound Sections using
these Shapes.
Supports and Loads
Stonehenge, England. One of the earliest
examples of beam and column construction
Loads
Supports and Loads
▪ Supports, Definition, Reactions offered by Simple, Fixed, Hinged and
Roller Support.
▪ Statically Indeterminate and Determinate Structures and Degree of
Indeterminacy. Beams classified as Simply Supported, Cantilever, Over
Hanging, Propped Cantilever, Fixed and Continuous.
▪ Loads Classified as U.D.L, Point Load &Varying Load.
▪ Loads Classified as Dead, Live, Wind, Snow, Seismic. Introduction to
Densities of Material and Calculation of Dead loads on a Beam from slab,
Brick work above to act as U.D.L and from abutting beam as a Point Load.
▪ Support Reactions. For Simply Supported Beams and Cantilevered Beams
only. Loading limited to Point Loads and U.D.L only.
Bending Moment & Shear Force
• Simple Beam
• Cantilever
Beam
• Beam with
an overhang
Bending Moment & Shear Force
▪ Shear Force and S.F. Diagram & B.M.D and B.M. Diagram
for: Simple Support with an U.D.L., Simple Support with a
Central Point Load, and Simple Support with an eccentric
point.
▪ Load, Cantilever with a full U.D.L, Cantilever with a Point
Load.
▪ S.F.D and B.M.D of a Simple Supported Beam and Over
Hanging Beams with U.D.L and Point Loads.
▪ Point of Zero Shear, Point Of Max S.F and B.M max. Point of
Contra flexure.
▪ Relationship between S.F.D and B.M.D.
Assignments and Marks
– Group Presentations (Structure discussion)
– Demonstrations – (Documentaries, practical visits).
Field visit assignments and report.
– Class discussion/Virtual discussions (Presentee)
– Individual assignments (Numerical)
– ClassTest
Output for External: Journal including all of above..
Instructional methods
Field visits and Guest lectures will be arranged on Saturdays..
Examinations.
▪ ClassTests
▪ Journal / Subject File is to be maintained.
▪ Total Marks: 100;Total Credits: 2
▪ In semester exam 30;
▪ End Semester exam 70
Reference Material..
Library- Books available
▪ Strength of Materials (Khurmi R.S.)
▪ General Structures (David M. Berg and others)
▪ Architects + Engineers = Structures
Also available
e-Library (material on request)
And of course-The Internet..
Thank you for Listening…

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00 Intro to Theory of Structures

  • 1. Theory of Structures (TOS) Course overview andTeaching methodology Prof. Omkar Parishwad +91 9922952801 Omkar.Parishwad@indiraicad.ac.in Subject Code: 113427
  • 2. Course Content / Syllabus.. 1. Forces 2. Centre of Gravity 3. Moment of Inertia 4. Supports and Loads 5. Shear Force & Bending Moment B. Arch - FY Term I BatchA Tuesday:Theory of Structures I (8:15 am to 9:00 am) – 1 class Wednesday:Theory of Structures I (8:15 am to 9:45 am) – 2 classes Batch B Thursday:Theory of Structures I (8:15 am to 9:45 am) – 2 classes Friday:Theory of Structures I (8:15 am to 9:00 am) – 1 class Approximate: three weeks per topic..
  • 3. TOS: Architects + Engineers = STRUCTURES SnowflakesNaturally Occurring Structures Eggshell MembraneFelted Pods What? Why? Where? When? How? Gothic Cathedrals Joseph Paxton The Crystal Palace, London 1850’s Buckminster Fuller US Pavilion, Montreal 1967’s Oscar Niemeyer Metropolitan Cathedral, Brasilia 1970’s Jorn Otzon Opera House Sydney 1970’s Guggenheim Museum, Bilbao, Spain
  • 4. In Continuation.. Basics: Correlation between – Mass, Force and Acceleration ACCELERATION Various Loads Wind Load Seismic Loads Various Forces Impact Temperature
  • 5. Forces ▪ Understanding of basic forces and moments; – Definition, cause, effect, units – Types of forces, loads – Conditions of equilibrium
  • 6. Forces ▪ Applied Mechanics, Statics and Dynamics. Importance of Study. ▪ Forces, Definition, Effects, Different Systems, Principle ofTransmissibility and Superimposition of Forces. Resolution and Composition of Forces. ▪ Equilibrium of Concurrent Forces. Parallelogram, Polygonal &Triangular Law of Forces. ▪ Lami’sTheorem. Analytical and Graphical Solution of Forces. Resultant and Equilibrant of a System of Concurrent Forces. ▪ Equilibrium of NonConcurrent Forces.Varignon’s Principle. Resultant of a system of noncurrent forces as in a beam.
  • 7. Center of Gravity ▪ Concentrated Force ▪ Axis of Symmetry ▪ Stability of a structure
  • 8. Center of Gravity ▪ Definition of Centre of Gravity and Centroid. ▪ Centre of Gravity of Regular Shapes. ▪ Computing of Centre of Gravity of complex Shapes limited to Standard Steel Sections like C,T, L, I and Compound Sections.
  • 9. Moment of Inertia A Body’s tendency to resist angular acceleration. 𝑰 = 𝒎 ∗ 𝒓 𝟐 m = Sum of the products of the mass r = Distance from the axis of rotation
  • 10. Moment of Inertia ▪ Definition of Moment of Inertia. ▪ Calculating Moment of Inertia of Standard Shapes. ▪ Parallel AxisTheorem, Perpendicular AxisTheorem, Radius of Gyration. ▪ Computing Moment of Inertia of Complex Shapes Limited to C,T, L, I and Compound Sections using these Shapes.
  • 11. Supports and Loads Stonehenge, England. One of the earliest examples of beam and column construction Loads
  • 12. Supports and Loads ▪ Supports, Definition, Reactions offered by Simple, Fixed, Hinged and Roller Support. ▪ Statically Indeterminate and Determinate Structures and Degree of Indeterminacy. Beams classified as Simply Supported, Cantilever, Over Hanging, Propped Cantilever, Fixed and Continuous. ▪ Loads Classified as U.D.L, Point Load &Varying Load. ▪ Loads Classified as Dead, Live, Wind, Snow, Seismic. Introduction to Densities of Material and Calculation of Dead loads on a Beam from slab, Brick work above to act as U.D.L and from abutting beam as a Point Load. ▪ Support Reactions. For Simply Supported Beams and Cantilevered Beams only. Loading limited to Point Loads and U.D.L only.
  • 13. Bending Moment & Shear Force • Simple Beam • Cantilever Beam • Beam with an overhang
  • 14. Bending Moment & Shear Force ▪ Shear Force and S.F. Diagram & B.M.D and B.M. Diagram for: Simple Support with an U.D.L., Simple Support with a Central Point Load, and Simple Support with an eccentric point. ▪ Load, Cantilever with a full U.D.L, Cantilever with a Point Load. ▪ S.F.D and B.M.D of a Simple Supported Beam and Over Hanging Beams with U.D.L and Point Loads. ▪ Point of Zero Shear, Point Of Max S.F and B.M max. Point of Contra flexure. ▪ Relationship between S.F.D and B.M.D.
  • 15. Assignments and Marks – Group Presentations (Structure discussion) – Demonstrations – (Documentaries, practical visits). Field visit assignments and report. – Class discussion/Virtual discussions (Presentee) – Individual assignments (Numerical) – ClassTest Output for External: Journal including all of above.. Instructional methods Field visits and Guest lectures will be arranged on Saturdays..
  • 16. Examinations. ▪ ClassTests ▪ Journal / Subject File is to be maintained. ▪ Total Marks: 100;Total Credits: 2 ▪ In semester exam 30; ▪ End Semester exam 70
  • 17. Reference Material.. Library- Books available ▪ Strength of Materials (Khurmi R.S.) ▪ General Structures (David M. Berg and others) ▪ Architects + Engineers = Structures Also available e-Library (material on request) And of course-The Internet..
  • 18. Thank you for Listening…