Structural Robustness of Steel Framed Buildings (KET0019)

Structural Robustness of Steel Framed Buildings, Contents:

INTRODUCTION

1.1 Scope

1.2 Eurocodes

1.3 Robustness

BUILDING REGULATIONS

2.1 The ‘Requirement*

2.2 Guidance documents

2.3 Approved Document A

EUROCODE ROBUSTNESS REQUIREMENTS

3.1 BS EN1990

3.2 BS EN 1993-1-1

3.3 BS EN 1991-1-7

3.4 Robustness strategies

BUILDING CLASSIFICATION

4.1 Consequences classes

4.2 Practical cases

4.3 Conversions, alterations and extensions

BUILDINGS IN CONSEQUENCES CLASS 1

5.1 Structural requirements

5.2 Minimum horizontal tying

5.3 Practical application of design rules

BUILDINGS IN CONSEQUENCES CLASS 2A

6.1     Structural requirements

6.2     Horizontal ties

6.3     Practical application of design     rules

BUILDINGS IN CONSEQUENCES CLASS 2B

7.1     Structural requirements

7.2     Horizontal ties

7.3     Vertical ties

7.4     Vertical bracing

7.5     Anchorage of heavy floor units

7.6     Notional removal design strategy

7.7     Key element design

7.8     Practical application of design rules

BUILDINGS IN CONSEQUENCES CLASS 3

8.1     Structural requirements

8.2     Risk assessment

TRANSFER BEAMS

9.1     General

9.2     Class 1 buildings

9.3     Class 2a buildings

9.4     Class 2b buildings

9.5     Class 3 buildings

SUMMARY OF ROBUSTNESS REQUIREMENTS

REFERENCES

APPENDIX A

Structural Robustness of Steel Framed Buildings

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