Syllabus

JNTUK B.Tech Design and Drawing of Reinforced Concrete Structures for R13 Batch.

JNTUK B.Tech Design and Drawing of Reinforced Concrete Structures gives you detail information of Design and Drawing of Reinforced Concrete Structures R13 syllabus It will be help full to understand you complete curriculum of the year.

Lecture : 3 hrs/Week    :  Internal Assessment : Marks
Tutorial : 1 Hrs/Week    :Semester End Examination : Marks
Practical : —-                   : Credits : 3

Course Learning Objectives
The objective of this course is:

  • Familiarize Students with different types of design philosophies
  • Equip student with concepts of design of flexural members
  • Understand Concepts of shear, bond and torsion
  • Familiarize students with different types of compressions members and Design
  • Understand different types of footings and their design

SYLLABUS

UNIT –I : Introduction: Working stress method Design codes and handbooks, loading standards – Dead, live, wind and earthquake loads, elastic theory, design constants, modular ratio, neutral axis depth and moment of resistance, balanced, under-reinforced and over-reinforced sections, working stress method of design of singly and doubly reinforced beams. Limit State Design: Concepts of limit state design – Basic statistical principles – Characteristic loads –Characteristic strength – Partial load and safety factors – representative stress-strain curves for cold worked deformed bars and mild steel bars. Assumptions in limit state design – stress – block parameters – limiting moment of Resistance.

UNIT –II : Design for Flexure: Limit state analysis and design of singly reinforced sections- effective depth- Moment of Resistance- Doubly reinforced and flanged (T and L) beam sections- Minimum depth for a given capacity- Limiting Percentage of Steel- Minimum Tension Reinforcement-Maximum Flexural Steel- Design of Flanged Sections (T&L)- Effective width of flange –Behavior- Analysis and Design.

UNIT – III : Design for Shear, Torsion and Bond: Limit state analysis and design of section for shear and torsion – concept of bond, anchorage and development length, I.S. code provisions. Design examples in simply supported and continuous beams, detailing.Limit state design for serviceability: Deflection, cracking and code provision, Design of formwork for beams and slabs.

UNIT – IV : Design of Compression members: Effective length of a column, Design of short and long columns – under axial loads, uniaxial bending and biaxial bending – Braced and un-braced columns – I S Code provisions.

UNIT –V : Footings: Different types of footings – Design of isolated and combined footings – rectangular and circular footings subjected to axial loads, uni-axial and bi-axial bending moments.

UNIT – VI : Slabs: Classification of slabs, design of one – way slabs, two – way slabs, and continuous slabs using IS Coefficients (conventional), design of waist-slab staircase.
NOTE: All the designs to be taught in Limit State Method

  • Following plates should be prepared by the students.
  • Reinforcement detailing of T-beams, L-beams and continuous beams.
  • Reinforcement detailing of columns and isolated footings.
  • Detailing of one-way, two-way and continuous slabs and waist-slab staircase.

INTERNAL EXAMINATION PATTERN:

  • The total internal marks (30) are distributed in three components as follows:
  • Descriptive (subjective type) examination: 25 marks
  • Assignment: 05 marks

FINAL EXAMINATION PATTERN: The end examination paper should consist of Part A and Part B. Part A
consists of two questions in Design and Drawing out of which one question is to be answered. Part B should consist of five questions and design out of which three are to be answered. Weightage for Part – A is 40% and Part- B is 60%.

TEXT BOOKS

  • ‘Limit State Design’ by A. K. Jain
  • ‘Design of Reinforced concrete Structures’ by N. Subrahmanyian
  • ‘Reinforced Concrete Structures’ by S. Unnikrishna Pillai & Devdas Menon, Tata McGraw Hill, New Delhi.

REFERENCES

  • ‘Design of concrete structures’by Arthus H.Nilson, David Darwin, and Chorles W. Dolar, Tata McGrawHill,3rd Edition, 2005.
  • ‘Reinforced Concrete Structures’ by Park and Pauley, John Wiley and Sons.

IS Codes

  • IS -456-2000 (Permitted to use in examination hall)
  • IS – 875
  • SP-16

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