CE2306 DESIGN OF RC ELEMENTS Lecture Notes for CIVIL - Fifth (5th) semester -by R.Anirudhan

CE2306 DESIGN OF RC ELEMENTS Lecture Notes for CIVIL - Fifth (5th) semester


CE2306 Lecture Notes 

Syllabus :

UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES
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
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
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
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
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.


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