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The foreword explains the transition from BS 5950-1 to the corresponding Structural Eurocodes published in BS EN 1990 to BS EN 1999, and positions the examples as practical training materials. A contents list details 20 worked example topics, covering beams, columns, and connection types with varied restraint and loading scenarios.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/steel-building-design-worked-examples-open-sections/650928/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/steel-building-design-worked-examples-open-sections/650928.png","ImageObject",300,407,{"name":92,"@type":93},"I feel Different","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":29},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What standards framework do these worked examples follow?","Question",{"text":112,"@type":113},"The examples are provided in accordance with Eurocodes and the UK National Annexes.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Why does the foreword discuss BS 5950-1 withdrawal?",{"text":117,"@type":113},"It notes that BS 5950-1 was due to be withdrawn and replaced by the corresponding parts of the Structural Eurocodes.",{"name":119,"@type":110,"acceptedAnswer":120},"What kinds of structural elements and connections are included in the worked examples?",{"text":121,"@type":113},"The contents cover steel beams and columns with different restraint and loading conditions, plus connection examples such as end plate and fin plate beam-to-column flange connections and column splice and base plate cases.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},650928,1792889079,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":29,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":145},962093541761,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","Steel Building Design:  \nWorked Examples – Open Sections  \nSCI (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 solutions  \nOur service spans the following five areas:  \nMembership  \nIndividual and corporate membership  \nTechnical information  \nCourses Publications  \nOnline reference tools  \nEducation  \nCodes and standards  \nConstruction solutions  \nSustainability Product development Research Engineering solutions  \nCommunications technology  \nWebsites  \nCommunities Design tools  \nAssessment  \nSCI assessed  \nThe Steel Construction Institute, Silwood Park, Ascot, Berkshire, SL5 7QN. Telephone: +44 (0) 1344 636525 Fax: +44 (0) 1344 636570  \n[Email: membership@steel-sci.com](Email: membership@steel-sci.com)  \nFor information on publications, telephone direct: +44 (0) 1344 636513  \nor Email: [publications@steel-sci.com](publications@steel-sci.com)  \nFor information on courses, telephone direct: +44 (0) 1344 636500  \nor Email: [education@steel-sci.com](education@steel-sci.com)  \nWorld Wide Web [site: www.steel-sci.org](site: www.steel-sci.org)  \n24 X 7 technical [information: www.steelbiz.org](information: www.steelbiz.org)  \nSCI PUBLICATION P364  \nSteel Building Design:  \nWorked Examples - Open Sections In accordance with Eurocodes and the UK National Annexes  \nM E Brettle BEng (Hons)  \nPublished by:  \nThe Steel Construction Institute Silwood Park  \nAscot  \nBerkshire SL5 7QN  \nTel:01344 636525  \nFax:01344 636570  \n􀂤 2009The Steel Construction Institute  \nApart 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 UK.  \nEnquiries concerning reproduction outside the terms stated here should be sent to the publishers, The Steel Construction Institute, at the address given on the title page.  \nAlthough 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, the authors and the reviewers 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 .  \nPublications supplied to the Members of the Institute at a discount are not for resale by them.  \nPublication Number: SCI P364  \nISBN 978-1-85942-183-3  \nBritish Library Cataloguing-in-Publication Data.  \nA catalogue record for this book is available from the British Library.  \nFOREWORD  \nThe design of steel framed buildings in the UK, has, since 1990, generally been in accordance with the British Standard BS 5950-1. However, that Standard is due to be withdrawn in March 2010; it will be replaced by the corresponding Parts of the Structural Eurocodes.  \nThe Eurocodes are a set of structural design standards, developed by CEN (European Committee for Standardisation) over the last 30 years, to cover the design of all types of structures in steel, concrete, timber, masonry and aluminium. In the UK, they are published by BSI under the designations BS EN 1990 to BS EN 1999; each of these ten Eurocodes is publis","cbCaig4smyq5D6KK","https://ap.wps.com/l/cbCaig4smyq5D6KK","pdf",3226515,225,"English","# FOREWORD\n# SUMMARY\n# INTRODUCTION\n# WORKED EXAMPLES\n## 1. Choosing a steel sub-grade\n## 2. Simply supported laterally restrained beam\n## 3. Unrestrained beam with end bending moments\n## 4. Simply supported beam with lateral restraint at load application points\n## 5. Unrestrained beam with end bending moments using a Class 3 section\n## 6. Beam under combined bending and torsion - Simple method\n## 7. Continuous beam designed elastically\n## 8. Simply supported composite beam\n## 9. Pinned column using Class 3 section\n## 10. Pinned column with intermediate restraints\n## 11. Biaxial bending and compression of a Class 1/2 section\n## 12. Major axis bending and compression of a Class 3 section\n## 13. Column in simple construction\n## 14. End plate beam to column flange connection\n## 15. Fin plate beam to column flange connection\n## 16. Column splice - Bearing\n## 17. Column splice - Non bearing\n## 18. Column splice - Non bearing (Net tension)\n## 19. Base plate - Nominally pinned\n## 20. Base plate - Column with moment\n# REFERENCES","[{\"question\":\"What standards framework do these worked examples follow?\",\"answer\":\"The examples are provided in accordance with Eurocodes and the UK National Annexes.\"},{\"question\":\"Why does the foreword discuss BS 5950-1 withdrawal?\",\"answer\":\"It notes that BS 5950-1 was due to be withdrawn and replaced by the corresponding parts of the Structural Eurocodes.\"},{\"question\":\"What kinds of structural elements and connections are included in the worked examples?\",\"answer\":\"The contents cover steel beams and columns with different restraint and loading conditions, plus connection examples such as end plate and fin plate beam-to-column flange connections and column splice and base plate cases.\"}]","Steel Building Design - Worked Examples - Open Sections | PDF",1792851952,567]