Design Aids for Eurocode 2: Design of concrete structures

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ISBN: 9780419211907 | 041921190X
Cover: Hardcover
Copyright: 12/15/1996

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Eurocode 2 is the key document for future structural design in concrete throughout Europe. To use the Code effectively, structural engineers need a range of aids in the form of flow charts, design charts and simplified procedures. This book provides all of these, and is written with the authority of collaborative work by members of the Concrete Societies of the UK, the Netherlands and Germany. The preparation of the book has been funded under the SPRINT European Community programme for innovation and technology transfer.

Preface

(1)

1 General information

(6)

1.1 Construction products directive and European harmonized standards for concrete structures

1.2 Future European code of practice for concrete structures

1.3 Safety concept relevant to any type of construction material

1.4 Eurocode 2 for the design and execution of concrete structures

1.4.1 General

1.4.2 Contents of Eurocode 2: principles and application rules: Indicative numerical values

1.4.3 Essential requirements for design and execution

1.5 References

2. Mains symbols used in Ec2

(6)

3. Overview of flow charts

(29)

4. Design requirements

(8)

4.1 Combinations of actions

4.2 Categories and values of imposed loads

4.3 Factors (Eurocode 1, part 2.1 (ENV 1991-2-1))

4.4 Partial safety factors for actions

4.5 Partial safety factors for materials

5 Calculation Method

(5)

5.1 Flat slabs

5.1.1 Introduction

5.1.2 Equivalent frame method

5.1.3 Use of simplified coefficients

5.1.4 Reinforcement

5.2 Strut-and-tie method

6 Material properties

(4)

6.1 Concrete

6.2 Reinforcing steel

6.3 Prestressing steel

7 Basic design

(7)

7.1 Exposure classes

7.2 Minimum cover requirements for normal weight concrete

7.3 Durability requirements related to environmental exposure

7.4 Strength classes to satisfy maximum water/cement requirements

7.5 Prestressed concrete

7.5.1 Material Properties

7.5.2 Minimum number of tendons

7.5.3 Intial prestressing force

7.5.4 Loss of prestress

7.5.5 Anchorage

8 Bending and longitudinal force

(41)

8.1 Conditions at failure

8.2 Design of rectangular sections subject to flexure only

8.3 Flanged beams

8.4 Minimum reinforcement

Design charts for columns (combined axial and bending)

9 Shear and torsion

108

(16)

9.1 Shear

9.1.1 General

9.1.2 VRd1/bwd

9.1.3a Standard method Vrd2/bwd

9.1.3b Variable strut inclination method VRd2/bwd

9.1.4 VRd2.red/VRd2

9.1.5 Vwd/d and Vrd3/d

9.2 Torsion

9.2.1 General

9.2.2 Trd1/h3

9.2.3a Trd2/h2

9.2.3b Trd2/h2

9.2.3c Trd2/h2

9.2.3c Trd2/h3

9.3 Combination of torsion and shear

10 Punching

124

(11)

10.1 General

10.2a VSd/d for circular loaded areas

10.2b VSd/d for rectangular loaded areas

10.3 VRd1/d

10.4a Vrd3/d -- Vrd1/d

10.4b VRd3/d -- VRd1/d rectangular loaded areas

11 Elements with second order effects

135

(5)

11.1 Determination of effective length of columns

12 Control of cracking

140

(12)

13 Deflections

152

(4)

13.1 General

Ratios of span to effective depth

13.3 Calculation of deflection

14 Detailing

156

(5)

14.1 Bond conditions

14.2 Anchorage and lap lengths

14.3 Transverse reinforcement

14.4 Curtailment of bars in flexural members

15 Numerical examples designed to ENV 1992-1-1

161

(84)

15.1 Introduction

15.2 References

15.3 Calculation for an office building

15.3.1 Floor plan, structural details and basic data

15.3.1.1 Floor plan of an office building

15.3.1.2 Structural details of an office building

15.3.1.3 Basic data of structure, materials and loading

15.3.2 Calculation of a flat slab

15.3.2.1 Actions

15.3.2.2 Structural model at the ultimate states (finite element grid)

15.3.2.3 Design values of bending moments (example)

15.3.2.4 Design of bending at the ultimate limit states

15.3.2.5 Ultimate limit state for punching shear

15.3.2.6 Limitation of deflections

15.3.3 Internal column

15.3.4 Facade element

15.3.5 Block foundation

15.4 Calculation for a residential building

15.4.1.2 Basic data of structure, materials and loading

15.4.2 Continuous slab (end span)

15.4.2.1 Floor span and idealization of the structure

15.4.2.2 Limitation of deflections

15.4.2.3 Actions

15.4.2.4 Structural analysis

15.4.2.5 Design at ultimate limit states for bending and axial force

15.4.2.6 Design for shear

15.4.2.7 Minimum reinforcement for crack control

15.4.2.8 Detailing of reinforcement

15.4.3 Continuous edge beam (end span)

15.4.3.1 Structural system

15.4.3.2 Actions

15.4.3.3 Structural Analysis

15.4.3.4 Design of span 1 for bending

15.4.3.5 Design for shear

15.4.3.6 Control of cracking

15.4.3.7 Detailing of reinforcement

15.4.4 Braced tranverse frame in axis E

15.4.4.1 Structural system; cross-sectional dimensions

15.4.4.2 Actions

15.4.4.3 Structural analysis

15.4.4.4 Design for the ultimate limit states

15.5.1 Floor plan; elevation

15.5.2 Calculation of prestressed concrete beam

15.5.2.1 Basic data

15.5.2.2 Actions

15.5.2.3 Action effects due to Gk,19 Gk,2 and Qk2

15.5.2.4 Action effects due to prestress

15.5.2.5 Design for the ultimate states for bending and longitudinal force

15.5.2.6 Design for shear

15.5.3 Calculation of edge column subjected to crane-induced actions

15.5.3.1 Basic data and design value of actions

15.5.3.2 Design values of actions

15.5.3.3 Design of the column for the ultimate limit states induced by structural deformations

15.5.3.4 Designs of the column: detailing of reinforcement

15.5.3.5 Ultimate limit state of fatigue

15.6 Guidance for the calculation of the equivalent stress range as,equ for reinforcing steel and of the S-N Curve for the concrete and of the S-N curve for the concrete in compression using the single load level method

15.6.1 Reinforcing steel

15.6.2 Concrete

15.7 Design of the purpose-made fabrics

Index

245

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Design Aids for Eurocode 2: Design of concrete structures

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Design Aids for Eurocode 2: Design of concrete structures

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