BS 5950-1:2000
Structural use of steelwork in building. Code of practice for
design. Rolled and welded sections
Status : Superseded, Withdrawn Published : January 2001 Replaced By : BS EN 1993-1-1:2005, BS EN 1993-1-5:2006, BS EN 1993-1-10:2005, BS EN 1993-5:2007, BS EN 1993-6:2007, BS EN 1993-1-8:2005 Price £384.00 Member Price £192.00
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Overview
BS 5950-1 gives recommendations for the design of structural steelwork using hot rolled steel sections, flats, plates, hot finished structural hollow sections and cold formed structural hollow sections, in buildings and allied structures not specifically covered by other standards.
BS 5950-1 has been amended to take into account the issue of a number of new related standards adopting European or international standards for materials and processes, plus revisions to standards for loading.
Technically updated clauses include those for: • sway stability
• avoidance of disproportionate collapse • resistance to brittle fracture
• local buckling
• lateral-torsional buckling • shear resistance
• stiffeners
• members subject to combined axial force and bending moment • joints
• connections • testing
In all cases the reason for changing the recommendations on a topic is structural safety, but where possible some adjustments based on improved knowledge have also been made to the recommendations on these topics to offset potential reductions in economy.
Some of the text has been edited to reduce the risk of misapplication. In addition some topics omitted until now have been added, including separators and diaphragms and eccentric loads on beams.
Product Details
Standard
Number BS 5950-1:2000
Title Structural use of steelwork in building. Code of practice for design. Rolled and welded sections Status Superseded, Withdrawn
Publication Date 15 January 2001 Confirm Date 01 January 2010 Withdrawn Date 30 March 2010 Cross References BS 2573-1, BS 2853, BS 3100, BS 4395-1, BS 4395-2, BS 4449, BS 4482, BS 4483, BS 4604-1, BS 4604-2, BS 5400-3, BS 5950-2, BS 5950-3, BS 5950-4, BS 5950-5, BS 5950-6, BS 5950-9, BS 6399-1, BS 6399-2, BS 6399-3, BS 7419, BS 7608, BS 7644-1, BS 7644-2, BS 7668, BS 8002, BS 8004, BS 8110-1, BS 8110-2, BS EN 10002-1, BS EN 10025, BS EN 10113-2, BS EN 10113-3, BS EN 10137-2, BS EN 10155, BS EN 10210-1, BS EN 10219-1, BS EN 10250-2, BS EN 22553, CP 2:1951, CP 3:Chapter V-2:1972, BS 449-2, BS 5268, BS 5531, BS 5628, DD ENV 1993-1-1/A1, ISO 2394:1973, ISO 10721-2
Replaced ByBS EN 1993-1-1:2005, BS EN 1993-1-5:2006, BS EN 1993-1-10:2005, BS EN
1993-5:2007, BS EN 1993-6:2007, BS EN 1993-1-8:2005
Replaces BS 5950-1:1990
Amended By
AMD 13199
AMD 17137, August 2007. Corrigendum No. 2, March 2008. AMD 13199 is a corrigendum. Draft Superseded By 06/30137910 DC91/13070 DC Descriptors
Structural steels, Buildings, Steels, Structural systems, Structures, Framed structures, Rolled steels, Welded fittings, Welded joints, Design, Hot-working, Hollow sections, Structural design, Rolled products, Plate girders, Girders
ICS 91.080.10
Title in German
Stahlkonstruktion im Bauwesen. Leitfaden fuer die Entwicklung. Gewalzte und geschweisste Sektionen
ISBN 978 0 580 62542 8 Publisher BSI Format A4 Delivery No Pages 224 File Size 4.437 MB Price £384.00
BS 5950-5:1998
Structural use of steelwork in building. Code of practice for
design of cold formed thin gauge sections
Status : Superseded, Withdrawn Published : December 1998 Replaced By : BS EN 1993-1-3:2006
Price £258.00 Member Price £129.00
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knowledgecentre@bsigroup.com, +44 20 8996 7004 Overview
BS 5950-5:1998 gives recommendations for the design of structural steelwork in buildings and allied structures using cold formed sections. It is primarily intended for steel sections of
thickness up to 8 mm. Requirements for materials and construction are given in BS 5950-7. Sections may be either open or closed and should be made up of flat elements bounded either by free edges or by bends with included angles not exceeding 1358 and internal radii not exceeding 5t where t is the material thickness.
Closed sections may be made either:
i) by joining together two previously formed open sections by continuous welding;
ii) from a single flat strip, by forming the corners to make a box, and continuously welding the longitudinal joint.
Welded cold formed hollow sections conforming to BS EN 10219 are not covered by this part of BS 5950.
NOTE Cold formed products conforming to BS EN 10219 are the subject of amendments to BS 5950-1 and -2 which are in preparation.
Product Details
Standard
Number BS 5950-5:1998
Title Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections Status Superseded, Withdrawn
Publication Date 15 December 1998 Confirm Date 01 January 2010 Withdrawn Date 30 March 2010 Cross References BS 1140, BS 1449-1.1, BS 1449-1.5, BS 1449-1.8, BS 1449-1.11, BS 5135, BS 5493, BS 5502-22, BS 5950-1:1990, BS 5950-7, BS 6399-1, BS 6399-2, BS 6399-3, BS 8004, PD 6484, BS EN 876, BS EN 10002-1, BS EN 10021, BS EN 10025, BS EN 10111, BS EN 10147, BS EN 10149-2, BS EN 10149-3, BS EN 10204, BS EN 20898-1, CP 3:Chapter V-2, BS 2994, BS 5950-2, BS 5950-3.1, BS 5950-4, BS 5950-6, BS 5950-9, BS EN 440, BS EN 499, BS EN 756, BS EN 758, BS EN 10219-1:1997, BS EN 10219-2:1997, Building Regulations 2000, ECCS 21:1983,
ECCS 42:1983 Replaced ByBS EN 1993-1-3:2006 Replaces BS 5950-5:1987 Amended By AMD 16502 Draft Superseded By 05/30141510 DC95/100698 DC Descriptors
Structural steels, Buildings, Steels, Structural systems, Structures, Framed structures, Structural design, Design, Metal sections, Sections (structures),
Thickness, Preferred sizes, Stability, Strength of materials, Life (durability), Cold-working, Holes, Mathematical calculations, Stress analysis, Plastic analysis, Buckling, Structural members, Width, Formulae (mathematics), Stiffeners, Bending stress, Webs (beams), Fasteners, Rivets, Screws (bolts), Bend testing, Compression testing, Crushing, Mechanical testing, Length, Compressive
strength, Tensile testing, Tensile strength, Joints, Arc welding, Proof loading, Non-destructive testing, Failure (mechanical), Connectored joints, Testing conditions, Loading, Performance testing, Deformation
ICS 91.080.10
Title in French
Usage structurel des charpentes metalliques dans le batiment. Code de bonne pratique pour la conception des sections armees a froid
German Messabschnitten Committee CB/203 ISBN 0 580 28248 1 Publisher BSI Format A4 Delivery No Pages 74 File Size 1.122 MB Price £258.00
BS 5400-1:1988
Steel, concrete and composite bridges. General statement
Status : Superseded, Withdrawn Published : September 1988 Replaced By : BS EN 1990:2002+A1:2005, BS EN 1991-1-7:2006+A1:2014Price £129.00 Member Price £64.50
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Product Details
Standard
Number BS 5400-1:1988
Title Steel, concrete and composite bridges. General statement
Status Superseded, Withdrawn
Publication
Date 30 September 1988 Confirm Date 01 October 2007
Withdrawn Date 30 March 2010 Cross References BS 5400-2, BS 5400-3, BS 5400-4, BS 5400-5, BS 5400-6, BS 5400-7, BS 5400-9.1, BS 5400-9.2, BS 5400-10, BS 8004, ISO 2394:1986, ISO 2394:1998
Replaced By BS EN 1990:2002+A1:2005, BS EN 1991-1-7:2006+A1:2014
Replaces BS 5400-1:1978
Amended By AMD 14179 Draft
Superseded By01/104310 DC84/10327 DC
Descriptors Bridges, Steels, Concretes, Composite construction, Construction engineering
works, Design, Foundations, Structural design, Structural steels, Plastic analysis
ICS 93.040
Title in French Ponts en acier, en béton et en matériaux composites. Généralités Title in
German Stahl-, Beton- und Stahlbetonbruecken. Allgemeines Committee B/525/10
ISBN 0 580 16867 0 Publisher BSI Format A4 Delivery No Pages 16 File Size 311.2 KB Price £129.00