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UNIT-I
Design MethoDs
Working stress Method: Elastic theory, Design constants, Modular ratio, Neutral axis depth and moment
of resistance, Balanced, Under-reinforced and over-reinforced sections. Design of singly and doubly
reinforced beams, IS Code Provisions.
Limit state Design: Basic statistical principles – Characteristic strength - Characteristic loads - Partial
load and safety factors – stress-strain curves for HYSD bars and MS bars. Assumptions – Stress block
parameters – Moment of Resistance.
UNIT-II
Design for Flexure and shear: Design of singly reinforced beams-effectgive depth - Moment of
Resistance – Doubly reinforced and flanged (T) beams - Minimum depth - Minimum and Maximum Flexural
Tension Reinforcement - Design of Flanged Sections (T & L) - Effective width of flange - Analysis and
Design Problems.
Design for shear and torsion: Analysis and design of sections for shear and torsion – bond, anchorage
and development length, I.S. code provisions. Design examples in simply supported and continuous
beams, detailing.
UNIT-III
sLabs anD serviceabiLity
Classification of slabs, design of one - way slabs, one way continuous slab using IS Coefficients
(Conventional - Design of two - way slabs - simply supported slabs and slabs with various edge conditions
using IS Coefficients. Design of Stair case
Limit state of serviceability: Deflection, cracking and IS code provisions for beams and slabs.

UNIT-IV
Design oF coMpression MeMbers:
Effective length, Braced and un-braced columns - IS Code provisions, Design of short and long columns
under axial loads, uniaxial bending and biaxial bending (Demonstration using SP 16)
UNIT-V
Footings
Types of footings - Design of isolated footings - pedestal, square, rectangular and circular footings
subjected to axial loads, uni-axial bending moment.