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Prepared jointly by SCI, Ove Arup & Partners, BRE and the Department of the Environment, the examples follow Eurocode 3 requirements and use C-EC3: Concise Eurocode 3 design aids. The text highlights guidance from Approved Document A (Structure) under the Building Regulations 1991 and directs technical enquiries to BRE or SCI.",{"@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/worked-examples-for-the-design-of-steel-structures-part-1-general-rules-and-rules-for-buildings/650931/",{"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/worked-examples-for-the-design-of-steel-structures-part-1-general-rules-and-rules-for-buildings/650931.png","ImageObject",300,407,{"name":92,"@type":93},"fresh2021","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":24},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"Who jointly prepared and funded the publication?","Question",{"text":112,"@type":113},"The publication was funded and prepared jointly by the Steel Construction Institute (SCI), Ove Arup & Partners, the Building Research Establishment (BRE), and the Department of the Environment (DOE).","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which standards does the book base the worked examples on?",{"text":117,"@type":113},"The examples are prepared in accordance with British Standard DD ENV 1993-1-1:1992, Eurocode 3: Design of steel structures, Part 1.1 General rules and rules for buildings, together with the United Kingdom National Application Document.",{"name":119,"@type":110,"acceptedAnswer":120},"How do the examples help engineers apply Eurocode 3 design?",{"text":121,"@type":113},"They provide step-by-step worked design examples that meet Eurocode 3 requirements and make use of design aids contained in C-EC3: Concise Eurocode 3 for steel buildings in the United 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Building Research Establishment,BRE,is the principal organisation in theUnited Kingdom carrying out research into building and construction and theprevention and control of fire.Its main role is to advise and carry out research forthe Department of the Environment and other Government Departments ontechnical aspects of building and other forms of construction,allaspects of fire,andenvironmental issues related to buildings.  \nThe Steel Construction Institute,SCl,aims to promote the proper and effective use ofsteel in construction.Membership is open to organisations and individuals concernedwith the use of steel in construction.The SCl is financed by subscriptions frommembers,by revenue from research contracts,consultancy services and sales ofpublications.Further information is given in the SCI prospectus,free on request from theMembership and Council Secretary,The SCI,Silwood Park,Ascot,Berkshire,SL57QN.  \nOve Arup&Partners is an international firm offering a wide range of design andspecialist services for the construction industry.  \n\n| Although care has been taken to ensure that all data and information contained in this  \u003Cbr>book are accurate to the extent that they relate to either matters of fact or accepted  \u003Cbr>practice or matters of opinion at the time of publication,The Steel Construction Institute  \u003Cbr>and the authors assume no responsibility for any errors in or misinterpretation of such  \u003Cbr>data and/or information,or any loss or damage arising from or related to their use.   |\n| --- |\n\nBuilding Research EstablishmentThe Steel Construction InstituteandOve Arup &Partners  \nWorked examples for the design ofsteel structures  \nBased on  \nBSI publication DD ENV 1993-1-1:1992.Eurocode 3:Design of steel structures  \nPart 1.1 General rules and rules for buildings(together with United Kingdom National ApplicationDocument)  \nBuilding Research EstablishmentGarstonWatfordWD27JR  \nThe Steel Construction InstituteSilwood ParkAscot,BerkshireSL57QN  \nOve Arup &Partners13 Fitzroy StreetLondonW1P6BQ  \nPrices for all availableBRE publications can beobtained from:BRE Bookshop  \nBuilding Research EstablishmentGarston,Watford,WD27JRTelephone:0923664444Fax:0923664400  \nCover photograph  \nBritish Pavilion at Expo 92,Seville,Spain.Photo by courtesy of Jo Reid and John PeckArchitects:Nicholas Grimshaw&Partners  \nBR 242  \nSCI-P-122  \nBRE ISBN 0851255639SCI ISBN 1870004876  \n◎ Crown copyright 1994  \n◎SCI 1994  \nFirst published 1994  \nApplications to reproduce extractsfrom the text of this publication  \nshould be made to the Publications Managerat the Building Research Establishment.  \nFurther information on SCI Publicationsmay be obtained from:The Publications DepartmentThe Steel Construction InstituteSilwood Park,AscotBerkshire,SL57QNTelephone:034423345Fax:034422944  \nContents  \nForeword  \nIntroduction  \nExample 1  \nDesign of a 5-storey braced frame  \n1.1 Frame geometry  \n1.2 Loading  \n1.3 Fully restrained beam(B1)  \n1.4 Beam restrained at load points(B2)  \n1.5 Unrestrained beam(B3)  \n1.6 Plate girder(B4)  \n1.7 Column(C1)  \n1.8 General requirements for structural integrity  \n1.9 Beam-to-beam connection(B1-B2)  \n1.10 Beam-to-column connection(B2-C2)  \n1.11 Column splice(C2-C3)  \n1.12 Column base-plate(C3)  \nExample 2  \nDesign of continuous multi-storey frames  \n2.1 Frame geometry,loading and analysis  \n2.2 Beam design  \n2.3 Column design  \n2.4 Design procedure using the concise document(C-EC3)  \nExample 3  \nDesign of a 30m span roof truss  \n3.1 Truss geometry,loading and analysis  \n3.2 Design using angles and tees  \n3.3 Design using circular hollow sections  \nExample 4  \nDesign of a gantry girder to support a 100 kN capacity crane  \n4.1 Girder geometry,loading and analysis  \n4.2 Cross-sectional properties  \n4.3 Strength check  \n4.4 Buckling resistance  \n4.5 Web resistance  \n4","cbCaiulBBhVr9peZ","https://ap.wps.com/l/cbCaiulBBhVr9peZ","pdf",3996570,167,"English","# Foreword\n# Introduction\n# Example 1\n## Design of a 5-storey braced frame\n# Example 2\n## Design of continuous multi-storey frames\n# Example 3\n## Design of a 30m span roof truss\n# Example 4\n## Design of a gantry girder for a 100 kN crane\n# Example 5\n## Stiffened base-plate\n# Example 6\n## Beam splice\n# References","[{\"question\":\"Who jointly prepared and funded the publication?\",\"answer\":\"The publication was funded and prepared jointly by the Steel Construction Institute (SCI), Ove Arup \\u0026 Partners, the Building Research Establishment (BRE), and the Department of the Environment (DOE).\"},{\"question\":\"Which standards does the book base the worked examples on?\",\"answer\":\"The examples are prepared in accordance with British Standard DD ENV 1993-1-1:1992, Eurocode 3: Design of steel structures, Part 1.1 General rules and rules for buildings, together with the United Kingdom National Application Document.\"},{\"question\":\"How do the examples help engineers apply Eurocode 3 design?\",\"answer\":\"They provide step-by-step worked design examples that meet Eurocode 3 requirements and make use of design aids contained in C-EC3: Concise Eurocode 3 for steel buildings in the United Kingdom.\"}]","Worked examples for the design of steel structures - Part 1 - General rules and rules for buildings | PDF",1792851995,421]