Steel Building Design Concise Eurocodes (KET0014)

Steel Building Design Concise Eurocodes, Contents:

1        Introduction

1.1     Scope

1.2     Format

1.3     Definitions

1.4     Symbols

1.5     Terminology

2        Basis of structural design

2.1     General requirements

2.2     Design situations

2.3     Verification by the partial factor method

2.4     General requirements for steel structures

2.5     General requirements for the design of joints

3        Actions on buildings

3.1     Design situations

3.2     Densities of construction materials

3.3     Imposed loads

3.4     Snow loads

3.5     Wind actions

3.6     Actions on structures during execution

3.7     Accidental actions

4        Materials

4.1     Structural steel

4.2     Connecting devices

4.3     Other prefabricated products in buildings

4.4     Concrete

5        Calculation of internal forces and moments

5.1     Structural modelling

5.2     Effects of deformed geometry of the structure

5.3     Imperfections

5.4     Methods of analysis

5.5     Classification of cross-sections

6        Ultimate limit states

6.1     Partial factors for resistance

6.2     Resistance of cross-sections

6.3     Buckling resistance of members

6.4     Composite Beams

6.5     Web resistance to transverse forces

6.6     Triangulated Structures

7        Serviceability limit states

7.1     Basis

7.2     Vertical deflections

7.4     Dynamics

8 Connections

8.1     Analysis, classification and modelling

8.2     Bolted connections

8.3     Welded connections

APPENDIX A Design Procedures

A.1 Simply supported beam of rolled I or H cross-section

A.2     Tension members

A.3 Compression members

A.4     Compression members with moment

A.5 Columns in simple construction

APPENDIX B Common symbols

B.1 Dimensions

B.2 Material properties

B.3     Geometric parameters of cross-section

B.4     Parameters for members

B.5  Effects of actions

B.6  Resistances of sections, members and elements

B.7     Utilization factors

B.8     Partial factors on resistance

APPENDIX C Combination factors

APPENDIX D Interaction factors

APPENDIX E Reduction factor for LTB resistance – Tabular evaluation

APPENDIX F Effective length parameter k and destabilizing parameter D

F.1 Effective length parameter for simply supported beams without intermediate restraint

F.2 Destabilizing parameter D

F.3 Cantilevers

Steel Building Design Concise Eurocodes

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