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Steel Building Design: Design Data - Steel Construction

Steel Building Design : Design DataReprinted 2015 The Steel Construction InstituteTata SteelThe British Constructional Steelwork Association LtdSCI (The Steel Construction Institute) is the leading, independent provider of technical expertise and disseminator of best practice to the Steel Construction sector. We work in partnership with clients, members and industry peers to help build businesses and provide competitive advantage through the commercial application of our knowledge. We are committed to offering and promoting sustainable and environmentally responsible service spans the following areas:MembershipIndividual & corporate membershipAdviceMembers advisory serviceInformationPublicationsEducationE vents & trainingConsultancyDevelopmentProduct developmentEngineering supportSustainabilityAssessmentSCI AssessmentSpecificationWebsitesEngineeri ng softwareThe Steel Construction Institute, Silwood Park, Ascot, Berkshire, SL5 : +44 (0)1344 636525 Fax: +44 (0)1344 636570 Email: British Constructional Steelwork Association British Constructional Steelwork Association Limited was formed in 1906

Licensing Agency, or in accordance with the terms of licences issued by the appropriate Reproduction Rights ... 2.3.3 Parallel flange channels A-3 3 SECTION PROPERTIES A-3 3.1 General A-3 3.2 Sections other than hollow sections A-3 3.2.1 Second moment of area (I) A-3 3.2.2 Radius of gyration (i) A-4 ...

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Transcription of Steel Building Design: Design Data - Steel Construction

1 Steel Building Design : Design DataReprinted 2015 The Steel Construction InstituteTata SteelThe British Constructional Steelwork Association LtdSCI (The Steel Construction Institute) is the leading, independent provider of technical expertise and disseminator of best practice to the Steel Construction sector. We work in partnership with clients, members and industry peers to help build businesses and provide competitive advantage through the commercial application of our knowledge. We are committed to offering and promoting sustainable and environmentally responsible service spans the following areas:MembershipIndividual & corporate membershipAdviceMembers advisory serviceInformationPublicationsEducationE vents & trainingConsultancyDevelopmentProduct developmentEngineering supportSustainabilityAssessmentSCI AssessmentSpecificationWebsitesEngineeri ng softwareThe Steel Construction Institute, Silwood Park, Ascot, Berkshire, SL5 : +44 (0)1344 636525 Fax: +44 (0)1344 636570 Email: British Constructional Steelwork Association British Constructional Steelwork Association Limited was formed in 1906 and is the national organisation for the Constructional Steelwork Industry.

2 Its Member companies undertake the Design , fabrication and erection of steelwork for all forms of Construction in Building and civil engineering. Associate Members are those principal companies involved in the supply to all or some Members of components, materials or principal objectives of the Association are to promote the use of structural steelwork; to assist specifiers and clients; to ensure that the capabilities and activities of the industry are widely understood and to provide members with professional services in technical, commercial, contractual, quality assurance, and health and safety matters. The Association s aim is to influence the trading environment in which member companies have to operate in order to improve their British Constructional Steelwork Association Ltd.

3 , 4 Whitehall Court, London, SW1A : +44 (020)7839 8566 Fax: +44 (020)7976 1634 Email: :\PUB\$PrintProduction\P363_BlueBook-Ta t a\2015reprint\Source\EC3 BB explanatory notes Feb 2015 for 2015 reprint (no S420) Publication P363 (Reprinted March 2015) Steel Building Design : Design Data In accordance with Eurocodes and the UK National Annexes Jointly published by: The Steel Construction Institute Silwood Park, Ascot, Berkshire, SL5 7QN Telephone: 01344 636525 Fax: 01344 636570 The British Constructional Steelwork Association Limited 4 Whitehall Court, London, SW1A 2ES Telephone: 020 7839 8566 Fax: 020 7976 1634 iiP:\PUB\$PrintProduction\P363_BlueBook- Ta t a\2015reprint\Source\EC3 BB explanatory notes Feb 2015 for 2015 reprint (no S420)

4 The Steel Construction Institute and The British Constructional Steelwork Association Ltd 2009, 2011, 2013, 2015 Apart from any fair dealing for the purposes of research or private study or criticism or review, as permitted under the Copyright Designs and Patents Act, 1988, this publication may not be reproduced, stored, or transmitted, in any form or by any means, without the prior permission in writing of the publishers, or in the case of reprographic reproduction only in accordance with the terms of the licences issued by the UK Copyright Licensing Agency, or in accordance with the terms of licences issued by the appropriate Reproduction Rights Organisation outside the United Kingdom.

5 Enquiries concerning reproduction outside the terms stated here should be sent to the publishers, at the addresses given on the title page. Although care has been taken to ensure, to the best of our knowledge, that all data and information contained herein are accurate to the extent that they relate to either matters of fact or accepted practice or matters of opinion at the time of publication, The Steel Construction Institute and The British Constructional Steelwork Association Limited assume no responsibility for any errors in or misinterpretations of such data and/or information or any loss or damage arising from or related to their use. Publications supplied to the Members of SCI and BCSA at a discount are not for resale by them.

6 Publication Number: SCI P363 ISBN 978-1-85942-186-4 British Library Cataloguing-in-Publication Data. A catalogue record for this book is available from the British Library. iiiP:\PUB\$PrintProduction\P363_BlueBook -Ta t a\2015reprint\Source\EC3 BB explanatory notes Feb 2015 for 2015 reprint (no S420) The Steel Construction Institute and The British Constructional Steelwork Association Ltd 2009, 2011, 2013, 2015 Apart from any fair dealing for the purposes of research or private study or criticism or review, as permitted under the Copyright Designs and Patents Act, 1988, this publication may not be reproduced, stored, or transmitted, in any form or by any means, without the prior permission in writing of the publishers, or in the case of reprographic reproduction only in accordance with the terms of the licences issued by the UK Copyright Licensing Agency.

7 Or in accordance with the terms of licences issued by the appropriate Reproduction Rights Organisation outside the United Kingdom. Enquiries concerning reproduction outside the terms stated here should be sent to the publishers, at the addresses given on the title page. Although care has been taken to ensure, to the best of our knowledge, that all data and information contained herein are accurate to the extent that they relate to either matters of fact or accepted practice or matters of opinion at the time of publication, The Steel Construction Institute and The British Constructional Steelwork Association Limited assume no responsibility for any errors in or misinterpretations of such data and/or information or any loss or damage arising from or related to their use.

8 Publications supplied to the Members of SCI and BCSA at a discount are not for resale by them. Publication Number: SCI P363 ISBN 978-1-85942-186-4 British Library Cataloguing-in-Publication Data. A catalogue record for this book is available from the British Library. P:\PUB\$PrintProduction\P363_BlueBook-Ta t a\2015reprint\Source\EC3 BB explanatory notes Feb 2015 for 2015 reprint (no S420) FOREWORD This publication presents Design data derived in accordance with the following Parts of Eurocode 3 and their National Annexes: BS EN 1993-1-1:2005: Design of Steel structures. Part 1- 1: General rules and rules for buildings. BS EN 1993-1-5:2006: Design of Steel structures. Part 1- 5: Plated structural elements.

9 BS EN 1993-1-8:2005: Design of Steel structures. Part 1- 8: Design of joints. Where these Parts do not give all the necessary expressions for the evaluation of data, reference is made to other published sources. The resistances in this publication have been calculated using the partial factors for resistance given in the UK National Annexes for the Eurocodes (NA to BS EN 1993-1-1:2005 as published in December 2008, NA to BS EN 1993-1-5:2006 as published in May 2008 and NA to BS EN 1993-1-8:2005 as published in November 2008). The partial factors are listed in Section The other parameters given in the National Annex that have been used when calculating member resistances are given in the relevant section of this publication.

10 The following structural sections are covered in this publication: Universal beams, universal columns, joists, bearing piles, parallel flange channels and structural tees cut from universal beams and universal columns to BS 4-1. Universal beams and universal columns produced by Tata Steel but not included in BS 4-1. Asymmetric Slimflor beams (ASB) produced by Tata Steel . Equal and unequal angles to BS EN 10056-1. Hot-finished structural hollow sections to BS EN 10210-2. Cold-formed structural hollow sections to BS EN 10219-2. Section ranges listed cover sections that are readily available at the time of printing. The preparation and editorial work for this Edition was carried out by Miss E Nunez Moreno and Mr E Yandzio, both of the SCI, with technical assistance from Mr A S Malik of the SCI and Mr C M King, formerly of the SCI.


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