Technical Guidance Note 002 Spray coatings for the fire protection of structural steel. Part 1: Technical guidance note for the mechanical retention of sprayed mineral coatings based upon the requirements of BS 8202: Part 1:1993

Technical Guidance Note 003:P1 On site measurement of intumescent coatings - Part 1 Technical Guidance Note for the measurement of dry film thickness (dft's) for intumescent coatings

Technical Guidance Note 004 Fire protection of roof components of portal framed buildings and secondary structural steelwork

British Board of Agrément|

Building System Agrement Certificate 86/S012 British Steel Framing PLC. Surebuild housing system. Third issue

Building System Agrement Certificate 86/S013 CLASP Development Group. CLASP system of building. Second issue

Building System Agrement Certificate 95/S023 Britspace Modular Building Systems Ltd. Britspace modular building system. Second issue.

Building System Agrement Certificate 01/S027 Fleming Group Holdings Ltd. Fusion steel frame housing system

Building System Agrement Certificate 02/S028 Britspace Modular Building Systems Ltd. Britspace housing system (steel frame)

Building System Agrement Certificate 04/S035 Yorkon Ltd. Yorkon room module building system. 2nd issue

Building System Agrement Certificate 04/S036 Stanta Ltd. Stanta light steel frame system

Building System Agrement Certificate 05/S037 Vencel Resil Ltd. Jabhouse Building System

Building System Agrement Certificate 06/S039 Innovare Systems Ltd. Innovare Jabhouse building system

British Constructional Steelwork Association|

Guidance notes: safer erection of steel-framed buildings|

Publication 11/84 Historical structural steelwork handbook

Publication 13/84 Multi-storey steel structures: a study on performance criteria

Publication 16/93 Erector's manual (2nd ed.)

Publication 25/01 Health and safety in the workshop: a guide for steelwork contractors (2nd ed.)

Publication 27/01 Health and safety on site: a guide for steelwork contractors

Publication 29/01 Health and safety guide for managers and supervisors

Publication 32/01 Contractual handbook. 3rd edition

Publication 33/02 Financial handbook for steelwork contractors

Publication 203/02 National structural steelwork specification for building construction. 4th edition
Published in association with the Steel Construction Institute

Publication 35/03 Steel buildings

Publication 209/03 Commentary on the 4th edition of the national structural steelwork specification for building construction.
Joint publication with the Steel Construction Institute.

Publication 37/04 BCSA Code of practice for metal decking and stud welding
Endorsed by the HSE

Publication 41/05 Steel details

Publication 39/05 BCSA Guide to steel erection in windy conditions

Publication 42/06 BCSA Code of practice for erection of multi-storey buildings
Endorsed by the HSE.

Brick Development Association|

Design Guide 18 Brick cladding to steel framed buildings

Engineers File Note 2 Brick cladding to a steel framed building: a different approach

BRE Certification|

Certificate 102/03 Fusion building system
See also building certificates published by WIMLAS.

Certificate 108/03 Beamlock structural framing system
See also building certificates published by WIMLAS.

Certificate 109/03 Advance housing hybred system. 1st reissue
See also building certificates published by WIMLAS.

Certificate 110/04 Metaframe/SFS building system
See also building certificates published by WIMLAS.

Certificate 116/05 4 storey Spaceover building system
See also building certificates published by WIMLAS.

Certificate 117/06 Dryform light steel frame building system
See also building certificates published by WIMLAS.

BRE|

Digest 465 U-values for light steel frame construction

FB 5 New fire design method for steel frames with composite floor slabs
Published by the BRE for the Foundation for the Built Environment now known as the BRE Trust. FBE Report 5

Information Paper 14/87 Inspecting steel houses

Information Paper 15/87 Maintaining and improving steel houses

Information Paper 3/06 Part 1 Reinforced concrete service life design. Overview

Information Paper 3/06 Part 2 Reinforced concrete service life design. Design for durability

Information Paper 3/06 Part 3 Reinforced concrete service life design. Service life forecasting and enhancement

Report 77 British Iron and Steel Federation steel framed house

Report 78 Howard steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 110 Dorlonco steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 113 Steel framed and steel clad houses: inspection and assessment
Included in BRE Report 469 - Non traditional houses.

Report 119 Roften steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 120 Dennis-Wild steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 132 Cussins steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 133 Livett-Cartwright steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 139 Cruden Rural steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 142 Use of light-gauge cold-formed steelwork in construction: developments in research and design

Report 144 Falkiner-Nuttall steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 145 Crane steel-framed bungalows
Included in BRE Report 469 - Non traditional houses.

Report 146 Trusteel MkII steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 147 Trusteel 3M steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 148 Atholl steel-framed, steel clad houses
Included in BRE Report 469 - Non traditional houses.

Report 149 Dorlonco steel framed houses: supplement to the 1987 report
Included in BRE Report 469 - Non traditional houses.

Report 152 Hawthorn Leslie steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 163 Nissen-Petren steel framed houses
Included in BRE Report 469 - Non traditional houses.

Report 188 Lowton-Cubitt steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 189 Telford steel-clad houses
Included in BRE Report 469 - Non traditional houses.

Report 193 Cranwell steel-framed houses

Report 196 Birmingham Corporation steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 197 Hills Presweld steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 198 Arcal steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 199 Homeville Industrialised steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 200 5M steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 201 Arrowhead steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 202 British Housing steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 203 Keyhouse Unibuilt steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 204 Open System Building steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 205 Steane steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 217 Cowieson steel-clad houses
Included in BRE Report 469 - Non traditional houses.

Report 218 Weir steel-clad (1920s) houses

Report 219 Stuart steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 221 Riley steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 222 Coventry Corporation steel-framed houses
Included in BRE Report 469 - Non traditional houses.

Report 242 Worked examples for the design of steel structures

British Standards Institution|

BS 449-2:1969 Specification for the use of structural steel in building. Metric units (AMD 416) (AMD 523) (AMD 661) (AMD 1135) (AMD 1787) (AMD 4576) (AMD 5698) (AMD 6255) (AMD 8859)

BS 5950-1:2000 Structural use of steelwork in building. Code of practice for design - Rolled and welded sections (AMD Corrigendum 13199)
Supersedes BS 5950-1:1990. Amendment 13199 is Corrigendum No. 1

BS 5950-2:2001 Structural use of steelwork in building. Specification for materials, fabrication and erection - Rolled and welded sections
Supersedes BS 5950-2:1992

BS 5950-3.1:1990 Structural use of steelwork in building. Design in composite construction. Code of practice for design of simple and continuous composite beams

BS 5950-4:1994 Structural use of steelwork in building. Code of practice for design of composite slabs with profiled steel sheeting
Supersedes BS 5950-4:1982

BS 5950-5:1998 Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections (AMD 16502)
Supersedes BS 5950-5:1987. Amendment 16502 dated September 2006

BS 5950-6:1995 Structural use of steelwork in building. Code of practice for design of light gauge profiled steel sheeting (AMD 10239) (AMD 10475)

BS 5950-7:1992 Structural use of steelwork in building. Specification for material and workmanship: cold formed sections (Obsolescent but remains current and is cited in Building Regulations)
Declared obsolescent but remains current and is cited in Building Regulations. Will ultimately be superseded by BS EN 1090

BS 5950-8:2003 Structural use of steelwork in building. Code of practice for fire resistant design
Supersedes BS 5950-8:1990.

BS 7608:1993 Code of practice for fatigue design and assessment of steel structures (AMD 8337)

BS EN 1993-1.1:2005 Eurocode 3: Design of steel structures. General rules and rules for buildings (AMD Corrigendum 16568)
Supersedes DD ENV 1993-1.1:1992. Amendment 16568 is Corrigendum No.1 dated September 2006.

BS EN 1993-1.2:2005 Eurocode 3: Design of steel structures. General rules - Structural fire design (AMD Corrigendum 16290) (AMD Corrigendum 16572)
Supersedes DD ENV 1993-1.2:2001. Amendment 16290 is Corrigendum No.1 dated June 2006. Amendment 16572 is Corrigendum No.2 dated September 2006.

BS EN 1993-1.8:2005 Eurocode 3: Design of steel structures. Design of joints (AMD Corrigendum 16291) (AMD Corrigendum 16571)
Supersedes DD ENV 1993-1.1:1992. Amendment 16291 is Corrigendum No.1 dated June 2006. Amendment 16571 is Corrigendum No.2 dated September 2006

BS EN 1993-1.9:2005 Eurocode 3: Design of steel structures. Fatigue (AMD Corrigendum 16292) (AMD Corrigendum 16570)
Supersedes DD ENV 1993-1.1:1992. Amendment 16292 is Corrigendum No.1 dated June 2006. Amendment 16570 is Corrigendum No.2 dated September 2006

BS EN 1993-1.10:2005 Eurocode 3: Design of steel structures. Material toughness and through-thickness properties (AMD Corrigendum 16293) (AMD Corrigendum 16569)
Supersedes DD ENV 1993-1.1:1992. Amendment 16293 is Corrigendum No.1 dated June 2006. Amendment 16569 is Corrigendum No.2 dated September 2006

BS EN 1994-1.2:2005 Eurocode 4: Design of composite steel and concrete structures. General rules - Structural fire design
To enable EN 1994-1.2 to be used in the UK, the nationally determined parameters (NDPs) will be published in a national annex, which will be made available by BSI in due course, after public consultation has taken place.

BS EN 1994-2:2005 Eurocode 4: Design of composite steel and concrete structures. General rules and rules for bridges
Supersedes DD ENV 1994-2:2001. To enable EN 1994-2 to be used in the UK, the nationally determined parameters (NDPs) will be published in a national annex, which will be made available by BSI in due course, after public consultation has taken place.

DD ENV 1090-1:1998 Execution of steel structures. General rules and rules for buildings (together with United Kingdom national application document) (AMD 10048)
This document is not to be regarded as a British Standard. Amendment 10048 is Corrigendum No. 1

DD ENV 1090-3:2000 Execution of steel structures. Supplementary rules for high yield strength steels
Includes the National Application Document (NAD) This document is not to be regarded as a British Standard. ENV 1090-3:1997 has been thoroughly examined over a period of some years and is considered to be a suitable alternative execution standard to BS 5950-2, when used in conjunction with this NAD, in respect of high yield strength steels.

DD ENV 1090-6:2001 Execution of steel structures. Supplementary rules for stainless steel
This document is not to be regarded as a British Standard. ENV 1090-6:2000 has been thoroughly examined and is considered to be a suitable execution standard for stainless steels, when used in conjunction with this NAD. This assumes that DD ENV 1090-1 and its NAD are also applied.

DD ENV 1993-1.3:2001 Eurocode 3: design of steel structures. General rules - Supplementary rules for cold formed thin gauge members and sheeting (together with United Kingdom national application document) (AMD Corrigendum 13403)
This publication should not be regarded as a British Standard. Amendment 13403 is Corrigendum No.1

British Steel Sections, Plates and Commercial Steels|

Design examples: BS 5950: Part 8: 1990 Code of practice for fire resistance design|

Fire resistance of steel structures|

Multi storey buildings|

Single storey buildings|

Technical information: summary of main requirements and comparison with BS 4360

Butterworth-Heinemann Ltd|

Structural steelwork connections|

Structural steelwork: design to limit state theory. 2nd edition | Part 1 - Introduction. (2 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 2 - Materials. (3 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 3 - Limit state design. (4 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 4 - Connections. (5 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 5 - Beams. (6 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 6 - Plate girders. (7 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 7 - Tension members. (8 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 8 - Compression members. (9 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 9 - Trusses and bracing. (10 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 10 - Workshop steelwork design example. (11 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 11 - Microcomputer applications. (12 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 12 - Steelwork detailing. (13 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 13 - Portal design. (14 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Structural steelwork: design to limit state theory. 2nd edition | Part 14 - References. (15 of 15)
This document is part of a larger document, Structural steelwork: design to limit state theory, which has been split into parts for ease of use.

Chartered Institute of Building|

Technical Information Sheet 51 Steelwork today

CIRIA|

Report R 87 Lack of fit in steel structures

European Convention for Construction Steelwork|

Publication 22 Manual on the stability of steel structures

Publication 28 Composite structures

Publication 34 Lightweight steel based floor systems for multi-storey buildings

Publication 48 Protection against corrosion inside buildings

Publication 50 Protection of steel structures against corrosion by coatings

Publication 59 European recommendations for sound insulation of steel construction in multi-storey buildings

Publication 61 Practical analysis of single-storey frames

Institution of Structural Engineers|

Appraisal of existing structures. 2nd edition.

Loss Prevention Certification Board|

Loss Prevention Standard 1107 Requirements, tests and methods of assessment of passive fire protection systems for structural steelwork. Issue 1.1 dated 20/10/87

National House Building Council|

Standards Extra 34 NHBC Technical newsletter - December 2005

Steel Construction Institute|

Design manual for structural stainless steel. 3rd edition
Supersedes 2nd edition.

Publication 057 Design of members subject to combined bending and torsion
Reprinted - 1997

Publication 070 Steelwork design guide to BS 5950. Volume 4: Essential data for designers.

Publication 074 Parallel beam approach - a design guide

Publication 080 Fire resistant design of steel structures - a handbook to BS 5950: Part 8

Publication 082 Wind-moment design for unbraced frames

Publication 087 Fire and steel construction: behaviour of steel portal frames in boundary conditions. 2nd edition
Reprinted with corrections 1992 and 1997

Publication 101 Curtain wall connections to steel frames : interfaces

Publication 116 C-EC3 - Concise Eurocode 3 for the design of steel buildings in the United Kingdom

Publication 117 Design procedures to C-EC3 - Concise Eurocode 3 for the design of steel buildings in the United Kingdom

Publication 123 Concise guide to the structural design of stainless steel (2nd ed)

Publication 124 Fire resistance of web infilled steel columns

Publication 130 Building design using cold formed steel sections: an architect's guide

Publication 137 Comparative structural cost of modern commercial buildings. 2nd edition
Previous edition issued 1993.

Publication 138 Appraisal of existing iron and steel structures

Publication 145 Interim guidance on the use of Eurocode 3: Part 1.1 for European design of steel building structures

Publication 147 Plastic design of single-storey pitched-roof portal frames to Eurocode 3

Publication 148 Modelling of steel structures for computer analysis

Publication 152 Section property and member capacity tables for cold-formed stainless steel

Publication 158 Section properties and member resistances to Eurocode 3 (UB, UC and hollow sections)

Publication 159 Structural fire design to EC3 and EC4, and comparison with BS 5950

Publication 162 Construction (Design and Management) Regulations 1994: Advice for designers in steel

Publication 164 Design of steel portal frames for Europe

Publication 167 Architectural teaching resource: Studio guide. 2nd edition

Publication 176 Case studies on light steel framing. Series 1 and 2
Supplement to SCI P130 - Building design using cold formed steel sections: an architects guide, SCI P271 - Case studies on modular steel framing and SCI P171 - Oxford Brookes University demonstration building

Publication 178 Design for construction

Publication 179 Architects' guide to stainless steel

Publication 181 Environmental floor systems: A range of floor options for steel frame buildings which optimise thermal capacity

Publication 183 Design of semi-continuous braced frames

Publication 186 Design of steel framed buildings without applied fire protection

Publication 193 Steel supported glazing systems: interfaces

Publication 201 Handbook of structural steelwork. 3rd edition
Joint publication with the British Construction Steel Association (BCSA).

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part 0 - Contents (1 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part A - Explanatory notes: white pages (2 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part B1 - Tables of dimensions and gross section properties: yellow pages (3 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part B2 - Tables of effective section properties: blue pages (4 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part C (S275) - Member capacity tables: pink pages (5 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 202 Steelwork design guide to BS 5950-1:2000. Volume 1 section properties, member capacities. 6th edition (incorporating amendment 1) | Part D (S355) - Member capacity tables: green pages (6 of 6)
Produced in conjunction with the British Constructional Steelwork Association (BCSA). This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 1, which has been split into parts for ease of use.

Publication 207 Joints in steel construction: moment connections | Part 1 - Moment connections. (1 of 2)
Published in association with the British Constructional Steel Association (BCSA). This 3rd reprint published - 1997 (with amendments). First published - 1995. This document is part of a larger document, Joints in steel construction: moment connections, which has been split into parts for ease of use.

Publication 207 Joints in steel construction: moment connections | Part 2 - Capacity tables and dimensions for detailing. (2 of 2)
Published in association with the British Constructional Steel Association (BCSA). This 3rd reprint published - 1997 (with amendments). First published - 1995.This document is part of a larger document, Joints in steel construction: moment connections, which has been split into parts for ease of use

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 24 - Appendix H Capacity tables, dimensions for detailing and general data - Dimensions for detailing (25 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 25 - Appendix H Capacity tables, dimensions for detailing and general data - Section dimensions and properties (26 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 0 - Title page, foreword, acknowledgements, pictorial index and contents pages (1 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 1 - Introduction (2 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 2 - Standardised connections (3 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 3 - Beam-to-beam and beam-to-column connections (4 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 4 - Double angle web cleats (5 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 5 - Flexible end plates (6 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 6 - Fin plates (7 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 7 - Column splices (8 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 8 - Column bases (9 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 9 - Bracing connections (10 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 10 - Special connections (11 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 11 - References (12 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 12 - Bibliography (13 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 13 - Appendices A-G (14 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 14 - Appendix H Capacity tables, dimensions for detailing and general data - Contents (15 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 15 - Appendix H Capacity tables, dimensions for detailing and general data - Standard fittings (16 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 16 - Appendix H Capacity tables, dimensions for detailing and general data - Double angle web cleats (17 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 17 - Appendix H Capacity tables, dimensions for detailing and general data - Flexible end plates (18 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 18 - Appendix H Capacity tables, dimensions for detailing and general data - Fin plates (19 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 19 - Appendix H Capacity tables, dimensions for detailing and general data - Universal column - bearing type splices (20 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 20 - Appendix H Capacity tables, dimensions for detailing and general data - Hollow section tension splices (21 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 21 - Appendix H Capacity tables, dimensions for detailing and general data - Column bases (22 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 22 - Appendix H Capacity tables, dimensions for detailing and general data - Material strengths (23 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 212 Joints in steel construction: Simple connections (includes corrigendum 1 October 2002) | Part 23 - Appendix H Capacity tables, dimensions for detailing and general data - Fastener capacities (24 of 26)
Design guidance for a range of simple connections was originally published in two separate volumes entitled Joints in simple construction: Volume 1: Design Methods (P205) and Volume 2: Practical Applications (P206/92). This document supersedes P205 and P206. Includes Corrigendum No1. dated October 2002. Jointly published with the BCSA. This document is part of a larger document, Joints in steel construction: Simple connections and includes corrigendum 1 October 2002, which has been split into parts for ease of use.

Publication 213 Joints in steel construction: composite connections
Produced in conjunction with the British Constructional Steelwork Association (BCSA).

Publication 249 Design capacity of kidney shaped slotted connections

Publication 252 Design of single-span steel portal frames to BS 5950-1:2000

Publication 259 Fire resistance of concrete filled tubes to Eurocode 4

Publication 260 Building design using cold formed steel sections - value and benefit assessment of light steel framing in housing

Publication 262 Building design using cold formed steel sections. Durability of light steel framing in residential building.

Publication 263 Wind-moment design of low rise frames

Publication 272 Modular construction using light steel framing: an architects guide

Publication 275 Steel intensive basements

Publication 276 Building design using cold formed steel sections: structural design to BS 5950-5:1998 - section properties and load tables
Supersedes Publication 089 Design of structures using cold formed steel sections, 1992

Publication 279 Better value in steel: Value and benefit assessment of Slimdek construction: Slimdek construction for shallow floors: Composite construction

Publication 280 European demonstration project: Steel construction in housing

Publication 281 Design of curved steel

Publication 282 Light steel framing in renovation: Roof-top extensions, internal walls and over-cladding

Publication 283 Rapid dry envelope: Infill walls using light steel framing

Publication 284 Modular construction in building extensions: New floors and new facilities using modular units

Publication 288 Fire safe design: a new approach to multi storey steel framed buildings (No longer current but cited in Building Regulations)
This document is no longer current but is cited in Building Regulations. Replaced by 2nd edition

Publication 288 Fire safe design: a new approach to multi-storey steel-framed buildings. 2nd edition

Publication 291 Structural design of stainless steel
This document is part of a larger document, Structural design of stainless steel: stainless steel, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 0 - Title page, contents, foreword, summary (1 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 1 - In-plane stability checks in BS 5950-1:2000 (2 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 2 - Introduction to in-plane stability (3 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 3 - Sway-check method (4 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 4 - Amplified moments method (5 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 5 - Second-order analysis (6 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 6 - Member checks (7 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 7 - References (8 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 8 - Appendix A - Second-order analysis of common portals 'by hand' (9 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 9 - Appendix B - Second order analysis of tied portals 'by hand' (10 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 10 - Appendix C - Effective stiffness of members (11 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 11 - Appendix D - Deflections from horizontal loads for 'hand' second-order calculations (12 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 12 - Appendix E - Hinge deflections by interpolation (13 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 13 - Worked Example 1 - Single span roof portal frame (14 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 14 - Worked Example 2 - Tied portal frame (15 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 15 - Worked Example 3 - Two-span portal frame (16 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 292 In-plane stability of portal frames to BS 5950-1:2000 | Part 16 - Worked Example 4 - Two-span portal frame with hit/miss internal columns (17 of 17)
This document is part of a larger document, In-plane stability of portal frames to BS 5950-1:2000, which has been split into parts for ease of use.

Publication 297 Stainless steel masonry support systems - best practice information sheet for contractors
Published in conjunction with the Masonry Support Information Group (MSIG)

Publication 298 Stainless steel masonry support systems - best practice information sheet for specifiers
Published in conjunction with the Masonry Support Information Group (MSIG)

Publication 301 Building design using cold formed steel sections. Light steel framing in residential construction

Publication 302 Modular construction using light steel framing. Design of residential buildings.

Publication 304 Guide to the major amendments in BS 5950-1:2000

Publication 307 Energy efficiency housing using light steel framing: how to meet the proposed new requirements of Part L of the Building Regulations

Publication 309 Case studies on Slimdek

Publication 313 Single storey steel framed buildings in fire boundary conditions

Publication 315 Hospital and health buildings using steel: Meeting the needs of the health sector for modern, rapid-build, adaptable hospitals

Publication 320 Acoustic performance of light steel framed systems: Meeting the new requirements of Part E of the Building regulations (2003)

Publication 321 Acoustic performance of Slimdek: meeting the new requirements of the Building regulations (2003)

Publication 324 Tension control bolts, grade S10T, in friction grip connections

Publication 325 Introduction to steelwork design to BS 5950-1:2000 (2006 reprint with minor corrections)
Replaces SCI P069. Minor corrections to figures on pages 65 and 106.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 0 - Title page, foreword, contents and introduction. (1 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 1 - Example 1 Choosing a steel sub-grade. (2 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 2 - Example 2 Simply supported restrained beam. (3 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 3 - Example 3 Unrestrained beam with end moments. (4 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 4 - Example 4 Simply supported beam with lateral restraint at load application points. (5 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 5 - Example 5 Simply supported beam with lateral restraint at load application points using a class 3 UC. (6 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 6 - Example 6 Beam under combined bending and torsion using a UC section. (7 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 7 - Example 7 RHS beam under combined bending and torsion. (8 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 8 - Example 8 Continuous beam designed elastically. (9 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 9 - Example 9 Continuous beam designed plastically. (10 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 10 - Example 10 Pinned column using a non-slender UC. (11 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 11 - Example 11 Pinned column using a non-slender RHS. (12 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 12 - Example 12 Pinned column using a slender CHS. (13 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 13 - Example 13 Pinned column with intermediate restraint. (14 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 14 - Example 14 Continuous column in simple construction using a UC section. (15 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 15 - Example 15 Continuous column in simple construction using an RHS. (16 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 16 - Example 16 Beam subject to combined biaxial bending and compression (compact section). (17 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 17 - Example 17 Beam subject to combined biaxial bending and compression (semi-compact section). (18 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 18 - Example 18 Beam subject to combined biaxial bending and compression (slender section). (19 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 19 - Example 19 Lattice beam. (20 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 20 - Example 20 Gantry girder, using a UB with a plated top flange. (21 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 21 - Example 21 Simply supported stiffened plate girder. (22 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 22 - Example 22 Sway stability. (23 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 23 - Example 23 Tying and the avoidance of disproportionate collapse. (24 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 326 Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples | Part 24 - References. (25 of 25)
Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document is part of a larger document, Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples, which has been split into parts for ease of use.

Publication 328 Case studies on residential buildings using steel
Case studies included: 1. Glasgow miles better for Slimdek. 2. High quality apartments using Slimdek at Portishead Marina. 3. Slimdek proves its colours at Harlequin court, Covent Garden. 4. Britain's tallest residential/commercial development in Manchester. 5. Leeds Nuffield hospital uses steel-intensive construction. 6. World's largest modular/steel framed building in Manchester. 7. Raines court creates affordable housing in North London. 8. Six-storey housing using light steel framing and bathroom modules. 9. Twenty-storey tower block is transformed using light steel framing. 10. Quality apartments using new Metframe flooring system. 11. Major affordable private housing project underway in Basingstoke. 12. Light steel framing for Heathrow hotel.

Publication 329 Multi-storey residential buildings using steel: Steel technologies to meet new housing demands

Publication 332 Steel in multi-storey residential buildings

Publication 334 Design of multi storey braced frames

Publication 336 Acoustic detailing for multi storey residential buildings

Publication 338 Quicon® - Design guide to BS 5950-1

Publication 341 Guidance on meeting the robustness requirements in Approved Document A (2004 edition)

Publication 343 Insulated render systems used with light steel framing

Whittles Publishing|

Off site fabrication: prefabrication, preassembly and modularisation | Part 0 - Contents and introduction. (1 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 4 - Case studies. (5 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 6 - Action. (7 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 7 - Appendices. (8 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 1 - Context. (2 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 2 - Principles. (3 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 3 - Applications. (4 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 5 - Implications. (6 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Off site fabrication: prefabrication, preassembly and modularisation | Part 8 - Index. (9 of 9)
This document is part of a larger document, Off site fabrication, which has been split into parts for ease of use.

Welding Institute|

Guidelines for fracture-safe and fatigue-reliable design of steel structures|

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