CE8501 Design of Reinforced Cement Concrete Elements Syllabus:
CE8501 Design of Reinforced Cement Concrete Elements Syllabus – Anna University Regulation 2017
OBJECTIVES:
- To introduce the different types of philosophies related to design of basic structural elements such as slab, beam, column and footing which form part of any structural system with reference to Indian standard code of practice.
UNIT I INTRODUCTION
Objective of structural design-Steps in RCC Structural Design Process- Type of Loads on Structures and Load combinations- Code of practices and Specifications – Concept of Working Stress Method, Ultimate Load Design and Limit State Design Methods for RCC –Properties of Concrete and Reinforcing Steel – Analysis and Design of Singly reinforced Rectangular beams by working stress method – Limit State philosophy as detailed in IS code – Advantages of Limit State Method over other methods – Analysis and design of singly and doubly reinforced rectangular beams by Limit State Method.
UNIT II DESIGN OF BEAMS
Analysis and design of Flanged beams for – Use of design aids for Flexure – Behavior of RC members in Shear, Bond and Anchorage – Design requirements as per current code – Behaviour of rectangular RC beams in shear and torsion – Design of RC members for combined Bending, Shear and Torsion.
UNIT III DESIGN OF SLABS AND STAIRCASE
Analysis and design of cantilever, one way simply supported and continuous slabs and supporting beams-Two-way slab- Design of simply supported and continuous slabs using IS code coefficients- Types of Staircases – Design of dog-legged Staircase.
UNIT IV DESIGN OF COLUMNS
Types of columns –Axially Loaded columns – Design of short Rectangular Square and circular columns –Design of Slender columns- Design for Uniaxial and Biaxial bending using Column Curves
UNIT V DESIGN OF FOOTINGS
Concepts of Proportioning footings and foundations based on soil properties-Design of wall footing – Design of axially and eccentrically loaded Square, Rectangular pad and sloped footings – Design of Combined Rectangular footing for two columns only.
TEXT BOOKS:
1. Varghese, P.C., “Limit State Design of Reinforced Concrete”, Prentice Hall of India, Pvt. Ltd., New Delhi, 2002.
2. Gambhir. M.L., “Fundamentals of Reinforced Concrete Design”, Prentice Hall of India Private Limited, New Delhi, 2006.
3. Subramanian, N.,”Design of Reinforced Concrete Structures”,Oxford University Press, New Delhi, 2013.
4. Krishnaraju.N “ Design of Reinforced Concrete Structurres “, CBS Publishers & Distributors Pvt. Ltd., New Delhi.
5. Ramachandra, “Limit state Design of Concrete Structures“Standard Book House, New Delhi
REFERENCES:
1. Jain, A.K., “Limit State Design of RC Structures”, Nemchand Publications, Roorkee, 1998
2. Sinha, S.N., “Reinforced Concrete Design”, Tata McGraw Hill Publishing Company Ltd., New Delhi, 2002
3. Unnikrishna Pillai, S., Devdas Menon, “Reinforced Concrete Design”, Tata McGraw Hill Publishing Company Ltd., 2009
4. Punmia. B.C., Ashok Kumar Jain, Arun Kumar Jain, “Limit State Design of Reinforced Concrete”, Laxmi Publication Pvt. Ltd., New Delhi, 2007.
5. Bandyopadhyay. J.N., “Design of Concrete Structures”., Prentice Hall of India Pvt. Ltd., New Delhi, 2008.
6. IS456:2000, Code of practice for Plain and Reinforced Concrete, Bureau of Indian Standards, New Delhi, 2000
7. SP16, IS456:1978 “Design Aids for Reinforced Concrete to Bureau of Indian Standards, New Delhi, 1999