GITAM University Reinforced Concrete Structure I Syllabus

GITAM University Reinforced Concrete Structure I Syllabus

 UNIT-I:
Loading standards as per IS 875, grades of steel and concrete. Introduction to working stress,
ultimate load and limit state methods. Working stress method: Assumptions. Flexure of RCC beams
of rectangular section. Under reinforced, balanced and over-reinforced sections. Analysis and
design of singly reinforced beams of rectangular sections.
UNIT-II:
Limit state method: Flexure of RCC beams of rectangular section. Under reinforced, balanced and
over-reinforced sections. Analysis and design of singly and doubly reinforced beams of rectangular
sections. Design of T-beams: Effective flange width. Analysis and Design of T-Beams.
UNIT-III:
Shear, Torsion and Bond: Limit state of collapse in shear, types of shear failures, Truss analogy,
shear, span/depth ratio, Calculation of shear stress, types of shear reinforcement, Design for shear in
beams. Analysis for torsional moment in a member. Torsional shear stress in rectangular sections.
Reinforcement for torsion in RC beams. Concept of bond, development length, anchorage.
UNIT-IV:
Design of one-way and two-way slabs (using IS 456): Design of simply supported slabs on four
sides with and without torsional reinforcement at corners. Design of two-way slabs with different
edge conditions (with torsion at corners). IS code provisions.
UNIT-V:
Columns: Short columns, minimum eccentricity, column under axial compression. Analysis and
design of short columns subjected to uniaxial moment. Analysis and design of short columns
subjected to bi-axial moments.
Reference:
1. Pillai & Menon, Reinforced Concrete Design, Tata Mc.Graw Hill, Second edition, 6th Reprint
2005.
2. A.K.Jain, Reinforced Concrete Design (Limit state design)– Nem Chand & Bros, Roorkee,
6th edition 2002.
3. P.C.Verghese, Limit State Design of Reinforced Concrete, Prentice hall India, 2nd edition, 2003.
4. S.N.Sinha, Reinforced Concrete Design, Tata Mc.Graw Hill, 2nd edition, 2nd reprint 2000.

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