BS 5950-1:2000
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
STRUCTURAL USE OF STEELWORK IN BUILDING - PART 1: CODE OF PRACTICE FOR DESIGN - ROLLED AND WELDED SECTIONS
Hardcopy , PDF
30-03-2010
English
01-01-2000
Committees responsible
Foreword
Section 1 - General
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Major symbols
1.5 Other materials
1.6 Design documents
1.7 Reference to BS 5400-3
Section 2 - Limit states design
2.1 General principles and design methods
2.2 Loading
2.3 Temperature change
2.4 Ultimate limit states
2.5 Serviceability limit states
Section 3 - Properties of materials and section
properties
3.1 Structural steel
3.2 Bolts and welds
3.3 Steel castings and forgings
3.4 Section properties
3.5 Classification of cross-sections
3.6 Slender cross-sections
Section 4 - Design of structural members
4.1 General
4.2 Members subject to bending
4.3 Lateral-torsional buckling
4.4 Plate girders
4.5 Web bearing capacity, buckling
resistance and stiffener design
4.6 Tension members
4.7 Compression members
4.8 Members with combined moment and
axial force
4.9 Members with biaxial moments
4.10 Members in lattice frames
and trusses
4.11 Gantry girders
4.12 Purlins and side rails
4.13 Column bases
4.14 Cased sections
4.15 Web openings
4.16 Separators and diaphragms
4.17 Eccentric loads on beams
Section 5 - Continuous structures
5.1 General
5.2 Global analysis
5.3 Stability out-of-plane for
plastic analysis
5.4 Continuous beams
5.5 Portal frames
5.6 Elastic design of multi-storey
rigid frames
5.7 Plastic design of multi-storey
rigid frames
Section 6 - Connections
6.1 General recommendations
6.2 Connections using bolts
6.3 Non-preloaded bolts
6.4 Preloaded bolts
6.5 Pin connections
6.6 Holding-down bolts
6.7 Welded connections
6.8 Design of fillet welds
6.9 Design of butt welds
Section 7 - Loading tests
7.1 General
7.2 Test conditions
7.3 Test procedures
7.4 Relative strength coefficient
7.5 Proof test
7.6 Strength test
7.7 Failure test
Annex A (informative) - Safety format in BS 5950-1 and
references to BS 5400-3
Annex B (normative) - Lateral-torsional buckling of
members subject to bending
Annex C (normative) - Compressive strength
Annex D (normative) - Effective lengths of columns
in simple structures
Annex E (normative) - Effective lengths of compression
members in continuous structures
Annex F (normative) - Frame stability
Annex G (normative) - Members with one flange
laterally restrained
Annex H (normative) - Web buckling resistance
Annex I (normative) - Combined axial compression
and bending
Bibliography
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