Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
ECCS CECM E
K
ECCS
S
~
EUROPEAN CONVENTION FOR CONSTRUCTIONAL ST ELWORK CONVENTION EUROPEENNE DE LA CONSTRUCTION /II ETALLIOUE EUROPAISCHE KONVENTION FUR STAHLBAU
Committee 8 - Stability 1976
Manual on Stability of Steel Structures
SECOND EDITION
1976
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ECCS Publication - Manual on Stability of Steel Structures
EUROPEAN CONVENTION FOR CONSTRUCTIONAL STEELWORK
MANUAL,
oN THE STABILITY OF STEEL STRUCTURES
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ECCS Publication - Manual on Stability of Steel Structures
CONTENTS
Page European Convention for Constructional Steelwork: MANUAL ON THE STABILITY OF STEEL STRUCTURES
1
Correlation of ECCS RECOMMENDATIONS and ECCS MANUAL PART I
CRITERIA FOR ANALYSIS AND DESIGN
1
The Design Concept
2
3
5
1.1 General Principl~s of Structural Safety 1.2 Principles of Ultimate Strength Design
IS
Geometrical and Cross-Sectional Properties of Steel Structures·
19
2.1 Geometrical Imperfections 2.~
19
Mechanical Properties and Residual Stresses
2.3 lnelastic Properties of Cross-Sections
or
5
31 47
PART II
DESIGN
COMPONENTS
3
Centrally Compressed Simple Members
55
3.1 Compression Member Design Based on Flexural Buckling Failure Modes
55
55
3.1.1 The ECCS Column Curves 3.1.2 Compression Members of High Strength Steel 3.1.3 Thick~Walled Compression Members
76 86
3.1.~ Cold-Straightened Compression Members 3.1. 5 Ang;Ies
91 98
104
3.2 Flexural-Torsional Buckling 3.3 Interaction Between General Buckling and Local Buckling
113
Centrally Compressed Built-Up Members
119
5
Laterally Supported and Unsupported Beams
12'7
6
Plate and Box Girders
1~5
6.1.Conventional Design Rules Based on the tinear Buckling Theory 6.2 Design of Box Girder Compression Flanges 6.3 Design of Webs of Plate and Box Girders
153 178
Beam-Columns
209
7
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Page PART III 8
10
DESIGN
or
~tability
SYSTEMS of Frames
229
8.1 Introduction 8.2 Multi-Storey frames Designed Elastically 8.3 Multi-Storey frames Designed Plastically 8.4 New framing Systems
229 235 238
Triangulated Structures
259
9.1 Trusses 9.2 Angles in Lattice Transmission Towers
263
Shells
275
10.1 Buckling Behaviour of Shells 10.2 Draft of Design Specifications
275 279
253
259
10.2.1 Unstiffened Circular Cylinders SUbject to Meridional Compression 10.2.2 Cyrcular Cylinders Under Uniform External Pressure 10.2.3 Unstiffened Spherical Shells Under Uniform External Pressure
279 281 287
10.3 Comments on the Proposed Design Specifications
287
11
Introductory Report on Computerized Methods
299
APPENDIX
The
D~sign
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ECCS Publication - Manual on Stability of Steel Structures
FOR E W 0 R D
At the beginning of its activity, the ECCS Committee on Stability had taken as its first objective the study of the basic problem of the stability of hinged. axially loaded compression members. It has devoted more than a decade to this task . . This may seem, at first sight, too much for a relatively simple question which, in addition, refers to a type of structural member which is practically never met in actual constructional systems. However this question represents in fact a foundation of the whole theory of stability of s~eel structures, and its rreatmen~ includes the philosophy of this theory. The ECCS Committee on Stability, having recognized that it was high time to update this field of structural engineering science, has succeeded to demonstrate the appropriateness of introducing into the study of stability problems modern probabilistic concepts of safety and thus to ensure an effective link between theoretical and experimental approaches in this field, in order to obtain a fair agreement between the theoretical models and the experimentally observed behavior of actual members and systems, as well as to ensure a consistent degre~ of safety for members subjected to various types of s~ress. The results of this work have been the background of the 1st International Colloquium on Stability held in Paris in November 1972. Credit must be given to the ECCS for having substantially contributed to the progress of a new philosophy in matters of stability which is now largely adupt~d.
The second phase of this Committee's work was started just three years ago on a much broader basis, embracing all types of stability problems normally met in constructional practice. In view of this new objective 9 Task Groups were farmed for the s~udy of the various types of problems to be dealt with. This Manual represents a major part of the results of their work. Inversely to the first phase, one may wonder about the relatively short time used for this achievement. This quick action was possible partly due to the fact that the basic concepts were already established. However it must be stated that this is a first version still needing some reviewing and coordination between the single chapters.
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It has
be~n
decided to have it published now for the following reasons :
- this Manual is complementary to the "ECCS Recommendations for the Design, the fabrication, and the Erection of Steel Structures", which are just being printed at this time and will be available soon ; - this Manual has been adopted as "Introductory Report" to the "2nd International Colloquium on the Stability of Steel Structures", tQ be held in three sessions g. September 1976 in Tokyo, Japan 13, 14. 15 April 1977 in Liege. aelgium 17, 18, 19 May IS77 in Washington, USA
- it was felt that a confron~ation with ~he similar work done in other par·ts of the world (SSRC-USA and CRe Japan) was needed at this stage.
The Hdr.u~l has to be regarded as authored by the whole membership of the ECCS Committee on Stability and of its 9 Task Groups. They must be credited for their voluntary work.
D. SFINTESCO Chairman, ECCS Committee on Stabilily
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CORRELATION OF ECCS RECOMMENDATIONS AND ECCS MANUAL
The "ECCS Manual on the Stability of. Steel Stru'ctures" was prepared by Conunittee 8 "Stability" in order to give the theoretical and experimental bases for the relevant clauses in the "ECCS Recommendations for the Design and Construction of Steel Structures". The following table shows those parts of the Recommendatio~s that are concerned with the stability of structures and their components and correlates them to the corresponding chapters of the Manual.
ECCS
ECCS MANUAL
RECOMMENDATIOI~S
Section No.
Chapter No.
or
R 6
DESIGN
R 6.2.6
Centrally compressed simple members
3.1.1
R 6.2.7
High strength steel compression members
3.1. 2
R 6.2.9
Thick-walled compression members
3.1.3
R 6.2.10
Angles
3.1. 5
R 6.2.11
Centrally compressed built-up members
4
R 6.2.12
Beam-columns
7·
R 6.2.13
Lateral torsional buckling
5
R 6.2.14
Thin-walled compression members
3.1.1.8
R 6.2.15
Buckling of plates
STRUCTURES AND THEIR COMPONENTS
Appendix 4: Conventional design rules based on the linear buckling theory
5.1
R7
PLASTIC COLLAPSE DESIGN OF STEEL STRUCTURES
R 7.9.02
MUlti-storey braced frames
8.3.2
R 7.9.03
Multi-storey unbraced frames
8.3.3
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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ECCS Publication - Manual on Stability of Steel Structures
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