MTech Advanced Design Of Rc Structural Elements syllabus for 1 Sem 2018 scheme 18CCS14

Module-1 Module -1 10 hours

Behaviour of RC Beams in Shear and Torsion:

Modes of Cracking , Shear Transfer Mechanisms , Shear Failure Modes, Critical Sections for Shear Design , Influence of Axial Force on Design Shear Strength, Shear Resistance of Web Reinforcement, Compression Field Theory, Strut-and-Tie Model. Equilibrium Torsion and Compatibility Torsion, Design Strength in Torsion, Design Torsional Strength with Torsional Reinforcement- Space Truss Analogy and Skew Bending TheoryNumerical examples.

Module-2 Module -2 10 hours

Redistribution of Moments in RC Beams:

Conditions for Moment Redistribution – Final shape of redistributed bending moment diagram. Advantages and disadvantages of Moment redistribution – Modification of clear distance between bars in beams (for limiting crack width) with redistribution, Moment – curvature Relations of Reinforced Concrete sections. Moment redistribution for a two-span continuous beam. Curtailment of tension Reinforcement - code procedure – Numerical Examples.

A d v e r t i s e m e n t
Module-3 Module -3 10 hours

Design of Reinforced Concrete Deep Beams:

Introduction, definition, Types of deep beams, Minimum thickness - Steps for designing Deep beams as per IS 456 - Detailing of Deep beams. Design examples.

Module-4 Module -4 10 hours

Behaviour and Analysis of Compression Members:

Effective Length Ratios of Columns in Frames, Code Charts – Numerical Examples, Short Columns - Modes of Failure in Eccentric Compression, Axial Load to Moment Interaction equation, Slender Column: Braced and Unbraced, Design Methods as per IS 456. Design examples

Module-5 Module -5 10 hours

Flat Slab Design:

Behaviour of Slab supported on Stiff , Flexible and no beams ,Equivalent Frame Concept, ,Proportioning of Slab Thickness, Drop Panel and Column Head, Transfer of Shear from Slab to column, Direct Design Method, Equivalent Frame Method – Design Examples. FE analysis and design of Slab Panels based on Wood-Armer equations.