Bihar Engineering University, Bihar, Civil Engineering Semester 5, Analysis and Design of Concrete Structure Syllabus

Unit - 1 Introduction

MODULE – 1

Concept of Energy principles

1.1 Introduction concepts of energy principles

1.2 Safety

1.3 Sustainable development in performance

1.4 What makes a structure

1.5 Principles Of Stability Equilibrium

1.6 what is a structural engineer

1.7 Role of Engineer

1.8 What are the functions of

1.9 What do the engineers design

1.10 First Principles Of Process Of Design

Unit - 2 Introduction to reinforced concrete structures, Basic material properties

Module 2

Reinforced Cement Concrete Structure

2.1 INTRODUCTION

2.2 REINFORCED CEMENT CONCRETE STRUCTURE

2.3 MATERIALS USED IN R.C.C.

2.4 Different properties of Concrete

2.5 STEEL

2.6 STRESSSTRAIN RELATIONSHIP FOR CONCRETE

2.7 STRESS STRAIN RELATIONSHIP FOR STEEL MILD STEEL

Unit - 3 Planning and Design Process

MODULE 3

Planning and design process

3.1 Planning and Design Process

3.2 Material

3.3 Design Safety

3.4 Behavior Properties of Concrete

3.5 Properties of Reinforcing steel

3.6 Wind Load Earthquake Load

3.7 DESIGN PHILOSOPHIES Method of RCC design

3.8 Assumptions For Limit State method

3.9 Code of Practices

Unit - 4 Theory of singly reinforced members in bending

MODULE 4

Analysis of singly reinforced rectangular section

4.1 Theory of singly reinforced member in bending

4.2 Modes of failure Types of section

4.3 Design Type of Problems

4.4 Design of Singly Reinforced Flanged Sections For simply supported beam and continuous beam

4.5 Numerical Problem

Unit - 5 Limit state of collapse in shear

Module – 5

Limit state of collapse in shear

5.1 Limit state of collapse in shear

5.2 Critical Section for Shear

5.3 Design of Shear Reinforcement cl. 40.4 of IS 456

5.4 Design for Bond

5.6 DESIGN OF ONE WAY SLAB

5.7 Design Steps for two way slab

5.8 LOADS ON SLAB

Unit - 6 Design of columns under uniaxial and biaxial bending

MODULE – 6

Classification of column

6.1 Introduction

6.2 CLASSIFICATION OF COLUMNS

6.3 Assumptions in the Design of Compression Members by Limit State of Collapse

6.4 Design of column under uniaxial and biaxial bending

6.5 Design of footing

6.6 Design Considerations

6.7 STAIRCASE

6.8 DESIGN OF A STAIRCASE