CE2306 DESIGN OF RC ELEMENTS SYLLABUS | ANNA UNIVERSITY BE CIVIL ENGINEERING 5TH SEMESTER SYLLABUS REGULATION 2008 2011-2012 BELOW IS THE ANNA UNIVERSITY FIFTH SEMESTER BE CIVIL ENGINEERING DEPARTMENT SYLLABUS IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011-2012 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI,TIRUNELVELI,COIMBATORE), 2008 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2009
CE2306 DESIGN OF RC ELEMENTS L T P C
3 1 0 4
OBJECTIVE
This course covers the different types of philosophies related to Design of Reinforced Concrete
Structures with emphasis on Limit State Method. The design of Basic elements such as slab,
beam, column and footing which form part of any structural system with reference to Indian
standard code of practice for Reinforced Concrete Structures and Design Aids are included. At
the end of course the student shall be in a position to design the basic elements of reinforced
concrete structures.
UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES 12
Concept of Elastic method, ultimate load method and limit state method – Advantages of Limit
State Method over other methods – Design codes and specification – Limit State philosophy as
detailed in IS code – Design of flexural members and slabs by working stress method –
Principles of Design of Liquid retaining structures – Properties of un-cracked section –
Calculation of thickness and reinforcement for Liquid retaining structure
UNIT II LIMIT STATE DESIGN FOR FLEXURE 12
Analysis and design of one way and two way rectangular slab subjected to uniformly distributed
load for various boundary conditions and corner effects – Analysis and design of singly and
doubly reinforced rectangular and flanged beams
UNIT III LIMIT STATE DESIGN FOR BOND, ANCHORAGE SHEAR & TORSION 12
Behaviour of RC members in bond and Anchorage - Design requirements as per current code -
Behaviour of RC beams in shear and torsion - Design of RC members for combined bending
shear and torsion.
UNIT IV LIMIT STATE DESIGN OF COLUMNS
12
Types of columns – Braced and unbraced columns – Design of short column for axial, uniaxial
and biaxial bending – Design of long columns.
UNIT V LIMIT STATE DESIGN OF FOOTING AND DETAILING 12
Design of wall footing – Design of axially and eccentrically loaded rectangular footing – Design
of combined rectangular footing for two columns only – Standard method of detailing RC
beams, slabs and columns – Special requirements of detailing with reference to erection
process.
TOTAL: 60 PERIODS
TEXT BOOKS
1. Varghese, P.C., “Limit State Design of Reinforced Concrete”, Prentice Hall of India, Pvt.
Ltd., New Delhi 2002.
2. Krishna Raju, N., “Design of Reinforced Concrete Structures”, CBS Publishers &
Distributors, New Delhi,2003.
REFERENCES
1. Jain, A.K., “Limit State Design of RC Structures”, Nemchand Publications, Rourkee
2. Sinha, S.N., “Reinforced Concrete Design”, Tata McGraw-Hill Publishing Company Ltd.,
New Delhi.
3. Unnikrishna Pillai, S., Devdas Menon, “Reinforced Concrete Design”, Tata McGraw-Hill
Publishing Company Ltd., New Delhi.
CE2306 DESIGN OF RC ELEMENTS L T P C
3 1 0 4
OBJECTIVE
This course covers the different types of philosophies related to Design of Reinforced Concrete
Structures with emphasis on Limit State Method. The design of Basic elements such as slab,
beam, column and footing which form part of any structural system with reference to Indian
standard code of practice for Reinforced Concrete Structures and Design Aids are included. At
the end of course the student shall be in a position to design the basic elements of reinforced
concrete structures.
UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES 12
Concept of Elastic method, ultimate load method and limit state method – Advantages of Limit
State Method over other methods – Design codes and specification – Limit State philosophy as
detailed in IS code – Design of flexural members and slabs by working stress method –
Principles of Design of Liquid retaining structures – Properties of un-cracked section –
Calculation of thickness and reinforcement for Liquid retaining structure
UNIT II LIMIT STATE DESIGN FOR FLEXURE 12
Analysis and design of one way and two way rectangular slab subjected to uniformly distributed
load for various boundary conditions and corner effects – Analysis and design of singly and
doubly reinforced rectangular and flanged beams
UNIT III LIMIT STATE DESIGN FOR BOND, ANCHORAGE SHEAR & TORSION 12
Behaviour of RC members in bond and Anchorage - Design requirements as per current code -
Behaviour of RC beams in shear and torsion - Design of RC members for combined bending
shear and torsion.
UNIT IV LIMIT STATE DESIGN OF COLUMNS
12
Types of columns – Braced and unbraced columns – Design of short column for axial, uniaxial
and biaxial bending – Design of long columns.
UNIT V LIMIT STATE DESIGN OF FOOTING AND DETAILING 12
Design of wall footing – Design of axially and eccentrically loaded rectangular footing – Design
of combined rectangular footing for two columns only – Standard method of detailing RC
beams, slabs and columns – Special requirements of detailing with reference to erection
process.
TOTAL: 60 PERIODS
TEXT BOOKS
1. Varghese, P.C., “Limit State Design of Reinforced Concrete”, Prentice Hall of India, Pvt.
Ltd., New Delhi 2002.
2. Krishna Raju, N., “Design of Reinforced Concrete Structures”, CBS Publishers &
Distributors, New Delhi,2003.
REFERENCES
1. Jain, A.K., “Limit State Design of RC Structures”, Nemchand Publications, Rourkee
2. Sinha, S.N., “Reinforced Concrete Design”, Tata McGraw-Hill Publishing Company Ltd.,
New Delhi.
3. Unnikrishna Pillai, S., Devdas Menon, “Reinforced Concrete Design”, Tata McGraw-Hill
Publishing Company Ltd., New Delhi.
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