Worked Examples for the Design of Concrete Buildings Eurocode 2 – BCA (KEBT0009)

Worked Examples for the Design of Concrete Buildings Eurocode 2, CONTENTS:      

1        INTRODUCTION AND SYMBOLS

1.1     Introduction

1.2     Symbols

2        COMPLETE DESIGN EXAMPLE

2.1     Introduction

2.2     Basic details of structure, materials and loading

2.3     Floor slab

2.4     Main beam

2.5     Edge beam (interior span)

2.6     Columns

2.7     Foundation

2.8     Shear wall

2.9     Staircase

3        BEAMS

3.1     Introduction

3.2     Design methods for shear

3.3     Shear resistance with concentrated loads close to support

3.4     Design method for torsion

3.5     Slenderness limits

4        SLABS

4.1     Solid and ribbed slabs

4.2     Flat slabs

5        COLUMNS

5.1     Introduction

5.2     Capacity check of a section by strain compatibility

5.3     Biaxial bending capacity of a section

5.4     Braced slender column

5.5     Slender column with biaxial bending

5.6     Classification of structure

5.7     Sway structures

6        WALLS 

6.1     Introduction

6.2     Example

7        FOUNDATIONS

7.1     Ground bearing footings

7.2     Pilecap design

8        SPECIAL DETAILS

8.1     Corbels

8.2     Nibs

8.3     Simply supported ends

8.4     Surface reinforcement

9        PRESTRESSED CONCRETE

9.1     Introduction

9.2     Design data

9.3     Serviceability limit state

9.4     Ultimate limit state

9.5     Minimum and maximum areas of reinforcement

9.6     Reinforcement summary

10      SERVICEABILITY CHECKS BY CALCULATION

10.1    Deflection

10.2    Cracking

11      DEEP BEAMS

11.1    Introduction

11.2    Example

12      LOAD COMBINATIONS

12.1    Introduction

12.2    Example 1 – frame

12.3    Example 2 – continuous beam 1

12.4    Example 3 – continuous beam 2

12.5    Example 4 – tank

13      DESIGN OF BEAM AND COLUMN SECTIONS

13.1    Concrete grades

13.2    Singly reinforced rectangular beam sections

13.3    Compression reinforcement

13.4    Flanged beams

13.5    Symmetrically reinforced rectangular columns