3rd Sem, CS

22303: Mechanics of Structures Syllabus for Construction Technology 3rd Sem I – Scheme MSBTE

Mechanics of Structures detailed Syllabus for Construction Technology (CS), I – scheme has been taken from the MSBTE official website and presented for the diploma students. For Subject Code, Subject Name, Lectures, Tutorial, Practical/Drawing, Credits, Theory (Max & Min) Marks, Practical (Max & Min) Marks, Total Marks, and other information, do visit full semester subjects post given below.

For all other Diploma in Construction Technology (CS) Syllabus for 3rd Sem I – Scheme MSBTE, do visit Diploma in Construction Technology (CS) Syllabus for 3rd Sem I – Scheme MSBTE Subjects. The detailed Syllabus for mechanics of structures is as follows.

Mechanics of Structures

Rationale:

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Competency:

The aim of this course is to help the student to attain the following industry identified competency through various teaching learning experiences:

  • Analyze structural components using different methods.

Course Outcomes:

The theory, practical experiences and relevant soft skills associated with this course are to be taught and implemented, so that the student demonstrates the following industry oriented COs associated with the above mentioned competency:

  1. Articulate practical applications of moment of inertia of symmetrical and unsymmetrical structural sections.
  2. Interpret structural behaviour of materials under various loading conditions.
  3. Select materia) considering engineering properties for various structural applications.
  4. Interpret shear force and bending moment diagrams for various types of beams and loading conditions.
  5. Determine the bending and shear stresses in beams under different loading conditions.
  6. Check the column safety for various loading and end conditions.

Suggested Exercises:

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Instruments Required:

The major equipment with broad specification mentioned here will usher in uniformity in conduct of experiments, as well as aid to procure equipment by authorities concerned.

Equipment Name with Broad Specifications

  1. Universal Testing machine of capacity 1 OOOkN, 600 kN/400kN, analog type/digital type with all attachments and accessories.
  2. Extensometer with least count 0 01mm, maximum extension 25 mm with dial gauge/ digital display suitable for various gauge length.
  3. Compression testing machine of capacity 2000kN/l OOOkN, analog /digital type with all attachments and accessories.
  4. Tile abrasion testing machine confirming to IS: 1237 and IS : 1706 for determining resistance to wear and abrasion of flooring tiles complete with dial gauges , revolution counter, thickness measurement holder and abrasion powder.
  5. Izod/Charpy impact testing machine confirming to IS: 1757
  6. Tile flexural testing machine confinning to 1S:654,capacity 200Kg with uniform loading rate of 45 to 55 Kg/minute provided with lead shots
  7. Hot Air Oven with thermostatic control having temp, range 100 to 105 C
  8. Accessories: venire caliper, meter scale, weighing balance, weights, punch, file, hammer, screw driver, pliers .etc.

Unit 1

Moment of Inertia

Total Teaching Hours – 08

Distribution of Theory Marks

R Level – 02

U Level – 04

A Level – 04

Total Marks – 10

Unit Outcomes (UOs) (in cognitive domain)

  1. Compute Moment of Inertia, polar moment of inertia section modulus of given section.
  2. Articulate practical significance of M.I. for given section and loading condition(s).
  3. Compute Moment of Inertia, polar moment of inertia, section modulus of given standard section.
  4. Compute Moment of Inertia of given unsymmetrical section.

Topics and Sub-topics

  1. Moment of inertia (M.I.): definition, M.I. of plane lamina, radius of gyration, section modulus, parallel and perpendicular axes theorems (without derivation), M.I. of rectangle, square, circle, semi circle, quarter circle and triangle section(without derivation).
  2. M.I. of symmetrical and unsymmetrical I-section, channel section, T-section, angle section, and hollow sections and built up section about centroidal axes and any other reference axis.
  3. Polar Moment of Inertia of solid circular sections.

Unit 2

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Unit 3

Elastic Constants

Total Teaching Hours – 06

Distribution of Theory Marks

R Level – 02

U Level – 02

A Level – 04

Total Marks – 08

Unit Outcomes (UOs) (in cognitive domain)

  1. Explain the concept of elastic constants for given situation and their significance.
  2. Calculate change in volume of members for given stress condition.
  3. Explain concept of given types of shear with examples.
  4. Compute shear stress, shear strain and modulus of rigidity for given section.

Topics and Sub-topics

  1. Longitudinal and lateral strain, Poissons ratio, biaxial and triaxial stresses, volumetric strain, change in volume, Bulk modulus.
  2. Shear stress and strain, modulus of rigidity, simple and complementary shear stress.
  3. Concept of single shear, double shear and punching shear.
  4. Relation between modulus of elasticity, modulus of rigidity and bulk modulus.

Unit 4

Shear Force and Bending Moment

Total Teaching Hours – 12

Distribution of Theory Marks

R Level – 02

U Level – 04

A Level – 12

Total Marks – 18

Unit Outcomes (UOs) (in cognitive domain)

  1. Interpret the given types of supports and loads.
  2. Interpret with simple sketchs of the given types of beam, load and end conditions, relevant to the actual field situations.
  3. Compute the Shear Force and bending moments to arrive at the Shear force diagram, Bending Moment Diagram for given beam and load conditions.
  4. Locate the point of contra shear and point of contra flexure for the given SFD and BMD.

Topics and Sub-topics

  1. Types of supports, beams and loads.
  2. Concept and definition of shear force and bending moment, relation between load, shear force and bending moment
  3. Shear force and bending moment diagram for cantilever and simply supported beams subjected to point loads, uniformly distributed loads and couple, point of contra shear and point of contra flexure.
  4. Shear force and bending moment diagram for overhanging beams subjected to, point loads, uniformly distributed loads only. Point of contra shear and point of contra flexure.

Unit 5

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Unit 6

Columns

Total Teaching Hours – 04

Distribution of Theory Marks

R Level – 02

U Level – 02

A Level – 02

Total Marks – 06

Unit Outcomes (UOs) (in cognitive domain)

  1. Differentiate between short and long columns based on given criteria.
  2. Compute safe/design load of the column for given different end conditions.
  3. Calculate the limitations of Euler’s theory for the given data.
  4. Compute safe/design load of long column using Rankins formula for given conditions.

Topics and Sub-topics

  1. Concept of compression member, short column, long column, effective length, radius of gyration, slenderness ratio, type of end conditions for columns, buckling of axially loaded columns.
  2. Eulers theory, assumptions made in Eulers theory and its limitations, application of Eulers equation to calculate buckling load.
  3. Rankin s formula and its application to calculate crippling load.
  4. Concept of working load/safe load, design load and factor of safety.

Note: To attain the COs and competency, above listed UOs need to be undertaken to achieve the Application Level and above of Blooms Cognitive Domain Taxonomy.

Note:

Legends: R=Remember, U=Understand, A =Apply and above (Blooms Revised taxonomy)

Note: This specification table provides general guidelines to assist student for their learning and to teachers to teach and assess students with respect to attainment of UOs. The actual distribution of marks at different taxonomy levels (of R, U and A) in the question paper may vary from above table.

Suggested Student Activities:

Other than the classroom and laboratory learning, following are the suggested student-related co-curricular activities which can be undertaken to accelerate the attainment of the various

outcomes in this course: Students should conduct following activities in group and prepare reports of about 5 pages for each activity, also collect/record physical evidences for their (students) portfolio which will be useful for their placement interviews:

  1. Compare stability of different geometric shapes.
  2. Correlate the actual field situations ah members subjected to different types of loading.
  3. Select appropriate shape, type and material of member from day to day situations for various types of stress and strain.
  4. Correlate the actual field situations with various types of beams (such as cantilever means canopy of a building, overhanging beam means slab with balcony provisio
  5. Shapes of various structural components resembling with shear force and bending moment diagrams of simple structures subjected to different types of loading. Identify the type of failure with respect to the shape.
  6. Study the mode of failures due to flexure and shear from field situations and prepare a report.
  7. Visit site/ design office and collect the data from day to day situation about stability and strength of column for buckling load.
  8. Search the software / freeware on the courses content and prepare the detailed report stating their applications.

Suggested Special Instructional Strategies:

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.
Get it on Google Play.

Suggested Micro-Projects

Only one micro-project is planned to be undertaken by a student that needs to be assigned to him/her in the beginning of the semester. In the first four semesters, the micro-project are group-based. However, in the fifth and sixth semesters, it should be preferably be individually undertaken to build up the skill and confidence in every student to become problem solver so that s/he contributes to the projects of the industry. In special situations where groups have to be formed for micro-projects, the number of students in the group should not exceed three.

The micro-project could be industry application based, internet-based, workshop-based, laboratory-based or field-based. Each micro-project should encompass two or more COs which are in fact, an integration of PrOs, UOs and ADOs. Each student will have to maintain dated work diary consisting of individual contribution in the project work and give a seminar presentation of it before submission. The total duration of the micro-project should not be less than 16 (sixteen) student engagement hours during the course. The student ought to submit micro-project by the end of the semester to develop the industry oriented COs.

A suggestive list of micro-projects are given here. Similar micro-projects could be added by the concerned faculty:

  1. Collect the IS related to methods of testing and specifications for five materials used in actual practice.
  2. Select ten materials from day to day life and compare their mechanical properties and present it in a format of report.
  3. Prepare prototype model of various types of support, beams and loading.
  4. Prepare a report about beam sections subjected to bending and shear stresses from actual field/design office along with photographs and its justification.
  5. Collect photographs along with justification about failure of short and long columns from actual field situations.

Suggested Learning Resources:

  1. Strength of Materials, Vol. I Timoshenko, S. CBS; 3 New Delhi; 2015, ISBN 978- 8123910307
  2. Strength of Materials Khurmi, R.S. S Chand and Co. Ltd. New Delhi, 2015, ISBN 978-8121928229
  3. Strength of Materials Ramamurtham, S Dhanpat Rai and sons, New Delhi, 2015, ISBN 9788187433545
  4. Strength of Materials Punmia B C Laxmi Publications
    1. Ltd. New Delhi, 2015, ISBN-13: 978-8131809259
  5. Strength of Materials Rattan S.S. McGraw Hill Education; New Delhi 2016, ISBN-13: 978-9385965517

Software/Learning Websites:

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.
Get it on Google Play.

For detail Syllabus of all other subjects of Construction Technology, I – scheme do visit Construction Technology 3rd Sem Syllabus for I – scheme.

For all Construction Technology results, visit MSBTE Construction Technology all semester results direct links.

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