Joints in Steel Construction - Moment Connections - Third in a Series

Oct 28, 2026

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Moment Connections in Steelwork is the third book in a structured series on connections for structural steelwork. The guide focuses on designing moment connections, including both bolted and welded types for continuous frame design, and bolted wind-moment connections for semi-continuous design. It introduces classification, key definitions and symbols, and then presents design philosophy, capacity checks, strengthening methods, rotational stiffness, standardisation, and step-by-step procedures with worked examples. Supporting content includes an index and pictorial overview.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages239

Reading Time10 h 2 min

AccessFree to download

INTRODUCTION

About this design guide

Classification of connections

Exchange of information

Costs

Definitions

Major symbols

BOLTED END PLATE CONNECTIONS

Scope

Design philosophy

Capacity checks

Methods of strengthening

Connection rotational stiffness

Standardisation

Using the capacity tables

Design procedures - Rigorous method

Abridged method for manual design

Worked example using the abridged method for manual design

WIND-MOMENT CONNECTIONS

Introduction

Design method

Design rules

Standard details

WELDED BEAM TO COLUMN CONNECTIONS

Scope

Shop welded connections

Site welded connections

Design philosophy

Design procedures

Site welded worked example

SPLICES

Scope

Bolted cover plate splices

Design procedures

Bolted splice-worked example

Bolted end plate splices

Beam-through-beam moment connections

Welded splices

Joints in Steel ConstructionMoment Connections Published by: The Steel Construction Institute Silwood Park Ascot Berks SL57QN Tel:01344623345 Fax:01344622944 In association with: The British Constructional Steelwork Association Limited4 Whitehall Court,Westminster,London SW1A 2ES ◎ Crown Copyright 1995.Published by permission of the Controller of HMSO 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 bereproduced,stored,or transmitted,in any form or by any means,without the prior permissionin writing of the publishers,or in the case of reprographic reproduction only in accordance withterms of the licences issued by the UK Copyright Licensing Agency,or in accordance with theterms of licences issued by the appropriate Reproduction Rights Organisation outside the UK. Enquiries 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. Although care has been to ensure,to the best of our knowledge,that all data and informationcontained herein are accurate to the extent that they relate to either matters of fact or acceptedpractice or matters of opinion at the time of publication,The Steel Construction Institute,TheBritish Constructional Steelwork Association Limited,The Building Research Establishment,theauthors and the reviewers assume no responsibility for any errorsinormisinterpretations of such dataand/or information or any loss or damage arising from or related to their use. Publications supplied to Members of the Institute at a discount are not for resale by them. Publication Number:207/95 ISBN 1859420184 British Library Cataloguing-in-Publication Data. A catalogue record for this book is available from the British Library. Reprinted October 1996,January 1997,March 1997(with amendments) Peter Allen*David Brown*Mike Fewster*Peter Gannon*Dr Craig Gibbons*Eddie HoleAlastair Hughes*Abdul MalikDr David Moore*Prof David NethercotAlan Pillinger*Alan Rathbone*Graham RavenJohn RushtonBernard ShuttleworthRichard StainsbyColin SmartEric Taylor Valuable comments were received from: Dr DAnderson AN Beal BA Brown D Chapman BD Cheal Dr R Cunningham M J Glover RC Hairsine K Leah Dr R.M.Lawson JH Mathys W Mitchell JO Surtees J C Taylor E Treadaway ACKNOWLEDGEMENTS *Editorial committee members University of WarwickThomason PartnershipScott Wilson &KirkpatrickWescolConsultant Cunningham AssociatesOve Arup&PartnersGraham Garner &PartnersHenry Brook &Co. The Steel Construction InstituteWaterman PartnershipBillington StructuresUniversity of Leeds The Steel Construction InstituteClark Nicholls &Marcel The capacity tables were developed,and the book compiledand typeset by Richard Stainsby assisted by Neil Cruickshank. EV GirardierSteel Construction Industry Federation (SCIF)RA C LatterBritish Steel Plc.Dr GW OwensThe Steel Construction InstituteDr D TordoffThe British Constructional Steelwork Association Ltd. This publication has been prepared with guidance from the SCI/BCSA Connections Group consisting of thefollowing members: The British Constructional Steelwork Association Ltd.The Steel Construction InstituteCaunton Engineering Ltd.Watson Steel Ltd.Ove Arup &PartnersBritish Steel Plc.Ove Arup &Partners The Steel Construction Institute(Technical Secretary)Building Research EstablishmentUniversity of NottinghamBison Structures Ltd. Computer Services Consultants(UK)Ltd.The Steel Construction InstitutePeter Brett AssociatesConsultant (Chairman)Neil R Stainsby Ltd.British Steel Plc.Ove Arup&Partners In addition to sponsorship by the Building Research Establisment,support on technical and commercialmatters was also received from: References to BS 5950:Part 1 and Eurocode 3 have been made with permission of British Standards

FAQs

What is the purpose of this design guide on steelwork?

It provides a guide to the design of moment connections in structural steelwork, including bolted and welded forms for continuous frame design.

Which types of moment connections does the guide cover?

It includes bolted and welded connections suitable for continuous frame design, and bolted wind-moment connections for semi-continuous design.

What design topics are included in the bolted end plate connection chapter?

The chapter covers scope, design philosophy, capacity checks, methods of strengthening, rotational stiffness, standardisation, and both rigorous and abridged design procedures with worked examples.

Oct 28, 2026

Upload by Connor