Eurocodes
Design of Plated Structures, Nº 303, 2010
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The main aim of this book is to provide practical advice to designers of plated structures for correct and efficient application of EN 1993-1-5 design rules. In Chapter 1 the purpose, the scope and the structure of the book is explained. In Chapter 2 a detailed and commented overview of EN 1993-1-5 design rules is given following the structure of the standard. Shear lag effect as well as plate buckling problems due to direct stresses, shear forces, transverse forces and interaction of these effects are covered. This chapter also includes a reduced stress method and a finite element analysis approach to plate buckling problems. A large number of design examples illustrate the proper application of individual design rules. Chapter 3 and 4 bring two complete design examples on a crane runway beam and a box-girder bridge.
Publisher ECCS
Authors: Darko Beg; Ulrike Kuhlmann; Laurence Davaine; Benjamin Braun
Written in English, 287 pages.
Price 55€
P301–
Design of Steel Structures
This book details the fundamental concepts of Eurocode 3, Part 1-1: General rules and rules for buildings and their practical application. Following a discussion of the Eurocode 3 basis of design, including the principles of reliability management and the limit state approach, the steel material standards and their use under Eurocode 3 are detailed. Structural analysis and modelling are presented in a chapter that will assist the design engineer in the first stages of design. This is followed by a major chapter that provides the design criteria and approaches for the various types of structural members. The theoretical basis and checking procedures are closely tied to the Eurocode requirements, making for a unique presentation of theory into practice. The following chapters expand on the principles and applications of elastic and plastic design of steel structures. Throughout the book, many design examples are presented that represent a significant part of the manual. These examples will facilitate the acceptance of the code and provide for a smooth transition from earlier national codes to the Eurocode.
Authors: Luís Simões da Silva, Rui Simões and
Helena Gervásio
Publisher: ECCS | Ernst & Sohn
Year 2010, Price 70€
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123
- Worked examples according to EN1993-1-3
Authors ECCS TC7 TWG 7.5Eurocode 3, Part 1.3, Supplementary rules for cold formed members and sheeting (EN 1993-1-3:2004) has been published. This standard replaces pre-standard ENV 1993-1-3:1996 and contains updates and revisions to the pre-standard ENV 1993-1-3.
This new publication replaces ECCS document No. 114. The examples have been updated following the provisions given in EN 1993-1-3. Some new examples have been also included. These examples show applicability of design provisions in EN 1993-1-3 in practice. They also help in interpretation of the guidance given in the code.
Written in English, 235 pages.
Price: 30€
Commentary
and worked examples to EN 1993-1-5 "plated structural elements"
B. Johansson, R. Maquoi, G. Sedlacek, C. Müller, D. Beg Background documents in support to the implementation, harmonization and further development of the Eurocodes
joint Report, prepared under the JRC – ECCS cooperation agreement for the evolution of Eurocode 3 (programme of CEN / TC 250)
First Edition, October 2007
EUR 22898 EN - 2007
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N°
114: Preliminary Worked Examples according to Eurocode 3 part 1.3
ISBN 92-9147-000-61 Authors ECCS, Publisher ECCS, Year 2000, 200 pgs, Written in English
Resume: To check the workability and accuracy of ENV 1993-1-3 it has been decided by ECCS TC7 to prepare a number of calculations related to cold-formed structures. The publication of these calculations provides the designing engineers a number of examples and shows how to handle the different items in ENV 1993-1-3.
N°
113: Design Tables and Graphs for Composite Beams to Eurocode 4 (Includes
CD-ROM)
English, June 2001, 41 ppThe publication presents design aids for composite beams using standard hot rolled steel sections and composite floor slabs comprising profiled steel decking and concrete. The steel beams may be either IPE or HE sections, or UB, or UC sections in their respective steel grades, and using a partial safety factor for steel of 1.1 in most cases. The shear connectors are welded studs of typically 19 or 22 mm diameter. The design principles and application rules follow ENV 1994-1-1: Eurocode 4.The design aids take the form of indirect design tables giving member resistances and stiffnesses, and direct design tables giving the load-span capabilities of each beam size. The direct tables address the design of simply supported beams as secondary beams, or as primary beam supporting other beams. Graphs are presented for the design of simply supported beams using IPE and HE sections, including also partially encased beams.Additional information is provided on fire protection of composite beams, including partially encased beams. In this case, the approximate amount of reinforcement is given. Worked examples illustrate how to use the design tables and graphs in practice. A total of 70 tables and 9 graphs is presented, which cover most design cases.Please note that, in this book, reference is made to publication n° 72.
N°
96: Design Handbook for Braced Composite Steel-Concrete Buildings According
to Eurocode 4
English, 2000 The publication n° 96 is intended to be a design aid in supplement to the European Pre-standard ENV 1994-1-1:1992 (always with references to the latter). It provides simplified guidance and facilitates the use of Eurocode 4 for the design of composite structures in common practice: braced composite steel-concrete structures. This handbook, less formal and more user-friendly than Eurocode 4, contains additional explanations on design principles, application rules and, about usual design results. The main design formulas and rules, extracted from Eurocode 4 - Part 1.1, are dealing with elastic global analysis of buildings or similar structures and with checks of structural members at ultimate and serviceability limit states.
Also available in French, German, Dutch, Italian, Spanish
N°
93: Executing Steel Structures to Eurocodes 3 and 4: Guide to ENV 1090
- part 1
English, 1998, 49ppThis publication has been prepared to introduce specifiers and constructors to the use of ENV 1090-1 for the execution of steel structures.
Chapter 1- General, deals with the scope and context for use of the pre-standard.
Chapter 2- Technical Requirements, deals with the technical content of ENV 1090-1, with twelve sub-sections that cover the corresponding clauses of the Pre-standard and their respective annexes.
Chapter 3- The Project Specification, deals with the interface between the specifier and the constructor. The transfer of information between a purchaser (or the engineer acting as the purchaser's agent) and the constructor is set out in the project specification, and Chapter 4 concludes with comments and recommendations concerning each item of relevant information needed in the project specification.
N°
85: Design Handbook for Braced or Non-Sway Steel Buildings According
to Eurocode 3
English, 191pp, edition 1996The present publication is intended to be a design aid in supplement to the complete document Eurocode 3 - Part 1.1 in order to facilitate the use of Eurocode 3 for the design of such steel structures which are usual in common practice : braced or non-sway steel structures.
Therefore the "Design Handbook to EC3 for Simple Buildings" presents the main design formulas and rules extracted from Eurocode 3 - Part 1.1, which are needed to deal with:
- elastic global analysis of buildings and similar structures in steel
- checks of structural members and connections at limit states
- in case of braced or non-sway structures
-according to the European standard Eurocode 3 - Part 1.1 (ENV 1993-1-1)
Also available in French, German, Spanish, Italian and Dutch
N°
72: Composite Beams and Columns to Eurocode 4
English, September 1993, 185pp This publication presents useful information and worked examples on the design of composite beams and columns to Eurocode 4 "Design of composite Steel and concrete structures" (ENV 1994-1-1). The information is given in the form of a concise guide on the relevant aspects of Eurocode 4 that affect the design of composite beams and columns normally encountered in general building construction.
Each section of the publication reviews the design principles, gives design formulae and makes cross-reference to the clauses of Eurocode 4. Information on the design of composite slabs is also given, although the publication focuses on the influence of the slab on the design of the composite beam.
Design aids are also presented to assist in selecting the size of steel beams to be used in some applications. Worked examples cover the design of composite beams with full and partial shear connection, continuous beams, and composite columns.
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N°
71: Examples to Eurocode 3
English, May 1993, 100ppThe Design Examples to EC3/1 and E-EC3 have been prepared by the ECCS-Advisory Committee 5 as a design aid in supplement to the complete EC3/1 to facilitate the use of EC3/1 for the design of steel buildings in the ENV-period. They only contain examples to EC3/1 and E-EC3 that are likely to be needed for daily practical design work.
References to EC3/1 are given.
The publication contains three parts and an appendix:
Part 1 : Load combination, methods of analysis, frame analysis, bracing system analysis;
Part 2 Members in compression, members in bending, combined loading-bending and compression, load introduction.
Part 3 : Bolted connections, welded connections, pin connections.
Appendix A : Tabled reduction factors for buckling curves ao, a, b, c, d.
N°
65: Essentials of Eurocode 3: Design Manual for Steel Structures in
Building
English, July 1991, 65pp Provides a means of simple application for daily practical work. It consists of an excerpt from complete Eurocode 3, Part I is "deemed to satisfy" those requirements. It is followed by "Design Aids" and "Worked Examples". The combination of these publications is intended to give the simplest means of publication of Eurocode 3, Part I with the objective of promoting the effective use of structural steelwork.