Design of RCC Structure

Course Objective:
The purpose of this course is to provide the students knowledge and skill for design of different elements of a building structure using reinforced concrete. The course focuses on Limit State Methods of Design and the students will learn to use output of Structural Analysis to design different elements according to the codal provisions and detailing of the reinforcement. The course also includes key features of Seismic Building Code and provisions of ductile detailing in reinforced concrete structures.

  1. Concrete Structures and Design Methods [3 hours]
    1. Introduction to Reinforced Concrete Structures
    2. Design methods of Reinforced Concrete Structures
    3. Characteristic strengths and loads
    4. Design process and basis for design
  2. Working Stress Method of Design [4 hours]
    1. Basic assumption in working stress design
    2. Working load and permissible stresses in concrete and steel
    3. Behavior of beam under loading
    4. Types of reinforced concrete beam and different RC sections
    5. Design of singly reinforced rectangular beam
  3. Limit State Method of design [5 hours]
    1. Safety and serviceability requirements and different limit states of structure
    2. Design strength of materials and design loads
    3. Idealized stress-strain diagram of concrete and steel
    4. Limit state of collapse in flexure, shear, torsion and compression
    5. Limit state of serviceability in deflection and in cracking
  4. Design of beams: Behavior in Flexure [6 hours]
    1. Flexural behavior of reinforced concrete
    2. Design of Rectangular beams
    3. Design of flanged beam sections
  5. Design for Shear and Torsion [4 hours]                                                                
    1. Shear stress in beams
    2. Behavior of concrete under shear
    3. Behavior and design strength in Torsion
  6. Design for bond and development length [2 hours]
    1. Development length
    2. Anchorage bond
    3. Flexural bond
  7. Reinforcement detailing: Codal Provisions [4 hours]                                        
    1. Requirements for good detailing
    2. Nominal cover
    3. Curtailment of Flexural Reinforcement
    4. Shear reinforcement
    5. Splicing of reinforcement
    6. Anchorage
    7. Bar bending schedule
  8. Limit States of Serviceability: Deflection and Cracking [6 hours]
    1. Elastic theory: Cracked, uncracked and partially cracked sections
    2. Short-term and long-term deflections
    3. Control of deflection in design
    4. Control of cracking in design
  9. Design of  slabs and staircase  [6 hours]
    1. Design of one-way and two-way slabs
    2. Detailing of one-way and two-way slabs
    3. Design and detailing of longitudinally loaded stairs
  10. Design of compression members: Columns [8 hours]
    1. Effective length of columns
    2. Design of short columns
    3. Design of long columns
    4. Reinforcement detailing
  11. Design of Footings [6 hours]
    1. Design of spread footing
    2. Design of isolated footings
    3. Design of combined footings
    4. Design of mat foundation
  1. Introduction to Earthquake Resistant Design and Provisions for Ductile Detailing [6 hours]
    1. Damage to RCC structures in earthquake
    2. Philosophy of design of structures in earthquake prone region
    3. Design for strength and ductility
    4. Provision of ductility in building codes
    5. Ductility requirement for beam, column and joints

Tutorials

  1. Design and detailing of rectangular and flanged beams
    1. Flexure [4 hours]
    2. Shear/ Tortion [4 hours]
    3. Bending [2 hours]
    4. Serviceability [4 hours]
  2. Design and detailing of slabs and staircase [4 hours]
  3. Design and detailing of columns [4 hours]
  4. Design and detailing of footings [4 hours]
  5. Ductile Detailing [4 hours]

Project work
Individual project to and design elements of a low rise building

Practical:

  1. Test a beam in pure bending failure
  2. Test a beam in pure shear failure
  3. Test a beam in combined bending shear failure
  4. Practical work on making skeleton of beam-column connection
  5. Practical work on making skeleton of beam-slab

References:

  1. Jain, A.K. 2002. Reinforced Concrete Limit State Design, Nem Chand and Bros, Roorkee, India (Reprint 2009)
  2. Pillai, S.U., Menon, D. 2011. Reinforced Concrete Design, Tata McGraw Hill Education Private Limited, New Delhi
  3. Kong, F.K., Evans, R.H. 1987. Reinforced and Pre-stressed Concrete, ELBS, London
  4. Agrawal, P., Shrikhande, M. 2006. Earthquake Resistant Design of Structures, PHI Learning Private Limited, New Delhi (Reprint 2008)
  5. Dayaratnam, P. Design of Reinforced Concrete Structures, Oxford and IBH Publishing Company

Evaluation scheme:
The questions will cover all the chapters in the Syllabus. The evaluation scheme will be as indicated in the table below.

Chapters

Hours

Marks Distribution*

1

3

4

2

4

4

3

5

6

4

6

12

5/6/7

10

12

8

6

6

9

6

12

10

8

12

11

6

6

12

6

6

Total

60

80


*Note: There may be minor deviation in marks distribution.

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