<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - Eurocode (EC)]]> https://forum.civilea.com/ Thu, 30 Apr 2026 03:07:12 +0000 MyBB <![CDATA[Eurocode 8 - Design of structures for earthquake resistance - Part 1-1: General rules and seismic action]]> https://forum.civilea.com/thread-57523.html Fri, 13 Jan 2023 18:34:12 +0200 Badis]]> https://forum.civilea.com/thread-57523.html Eurocode 8 - Design of structures for earthquake resistance - Part 1-1: General rules and seismic action

prEN 1998-1-1:2022 (Draft)

Abstract:
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

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]]> Eurocode 8 - Design of structures for earthquake resistance - Part 1-1: General rules and seismic action

prEN 1998-1-1:2022 (Draft)

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]]> <![CDATA[Concise Eurocodes: Geotechnical design (BS EN 1997-1: Eurocode 7, Part 1)]]> https://forum.civilea.com/thread-56728.html Tue, 04 Jan 2022 12:56:02 +0200 poolmand]]> https://forum.civilea.com/thread-56728.html Concise Eurocodes: Geotechnical design (BS EN 1997-1: Eurocode 7, Part 1)

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]]> Concise Eurocodes: Geotechnical design (BS EN 1997-1: Eurocode 7, Part 1)

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]]> <![CDATA[Design of Timber Structures to EC5]]> https://forum.civilea.com/thread-51848.html Sun, 18 Oct 2015 13:47:26 +0300 gianniorlati]]> https://forum.civilea.com/thread-51848.html Practical Design of Timber Structures to Eurocode 5

Author(s)/Editor(s): Larsen & Enjily | Size: 189 MB | Format: PDF | Quality: Scanner | Publisher: Thomas Telford Publishing | Year: 2009 | pages: 268 | ISBN: 9780727736093

Book synthetically deals with the design of timber structures to Eurocode 5.

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Book synthetically deals with the design of timber structures to Eurocode 5.

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Moderator note:
Correct ISBN number (removed dashes)]]> <![CDATA[Structural Eurocodes - Extracts from the Structural Eurocodes for Students of Structu]]> https://forum.civilea.com/thread-48304.html Sat, 12 Jul 2014 18:29:25 +0300 ssobhan]]> https://forum.civilea.com/thread-48304.html

Structural Eurocodes - Extracts from the Structural Eurocodes for Students of Structural Design (PP 1990:2010) (3rd Edition)

The Third Edition of this publication has become the leading guide for student engineers and is used widely on engineering courses throughout the United Kingdom and beyond. The book gives information on common design principles and rules for the design of structures and component products. It also describes a common series of methods for calculating the structural strength of elements used in construction. It contains extracts from some of the principal parts of each of the Eurocodes. The extracts chosen are as concise as possible, focusing on the essential principles in the Eurocodes. Commentary is kept to a minimum and only made on parts of the text that require explanation. This is a user-friendly guide that introduces the principles of structural Eurocodes to students of civil engineering, structural engineering and structural design. It would also be useful guidance for anyone working in the construction industry.
Content:
Front Matter
• Introduction
• Table of Contents
0. Extracts from Eurocode: Basis of Structural Design (EN 1990)
1. Extracts from Eurocode 1: Actions on Structures (EN 1991)
2. Extracts from Eurocode 2: Design of Concrete Structures (EN 1992)
3. Extracts from Eurocode 3: Design of Steel Structures (EN 1993)
4. Extracts from Eurocode 4: Design of Composite Steel and Concrete Structures (EN 1994)
5. Extracts from Eurocode 5: Design of Timber Structures (EN 1995)
6. Extracts from Eurocode 6: Design of Masonry Structures (EN 1996)
7. Extracts from Eurocode 7: Geotechnical Design (EN 1997)
8. Extracts from Eurocode 8: Design of Structures for Earthquake Resistance (EN 1998)
9. Extracts from Eurocode 9: Design of Aluminium Structures (EN 1999)

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Structural Eurocodes - Extracts from the Structural Eurocodes for Students of Structural Design (PP 1990:2010) (3rd Edition)

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]]> <![CDATA[Design Notes for Seismic Design of Building accordance to Eurocode 8]]> https://forum.civilea.com/thread-47112.html Thu, 03 Apr 2014 17:51:26 +0300 TurboXUser]]> https://forum.civilea.com/thread-47112.html

Design Notes for Seismic Design of Building accordance to Eurocode 8

This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.

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]

Year: 2013. Sorry]]>

Design Notes for Seismic Design of Building accordance to Eurocode 8

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]

Year: 2013. Sorry]]> <![CDATA[ECC85-1996 Design Handbook for Braced Or Non-Sway Steel Buildings According to EC3]]> https://forum.civilea.com/thread-44096.html Fri, 02 Aug 2013 11:47:15 +0300 andersen3]]> https://forum.civilea.com/thread-44096.html

ECC85 - 1996 Design Handbook for Braced Or Non-Sway Steel Buildings According to Eurocode 3

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. Covers; Elastic global analysis of structures in steel and Checks of structural members and connections at limit states.

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ECC85 - 1996 Design Handbook for Braced Or Non-Sway Steel Buildings According to Eurocode 3

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]]> <![CDATA[EN 1097-1-2011 Tests for mechanical and physical properties of aggregates - Part 1]]> https://forum.civilea.com/thread-42908.html Fri, 26 Apr 2013 13:05:15 +0300 st77bel]]> https://forum.civilea.com/thread-42908.html Size: 0.12 MB
Format: PDF
Quality: Scanner
Publisher: CEN
Year: 2011
Pages: 14
Download:

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]]> Size: 0.12 MB
Format: PDF
Quality: Scanner
Publisher: CEN
Year: 2011
Pages: 14
Download:

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]]> <![CDATA[EN 408 – Timber structures]]> https://forum.civilea.com/thread-42851.html Tue, 23 Apr 2013 14:10:50 +0300 lisine]]> https://forum.civilea.com/thread-42851.html

EN 408 – Timber structures – Structural timber and glued laminated timber – Determination of some physical and mechanical properties

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EN 408 – Timber structures – Structural timber and glued laminated timber – Determination of some physical and mechanical properties

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]]> <![CDATA[Cyprus National Annex EN 1998-1]]> https://forum.civilea.com/thread-41378.html Sat, 02 Feb 2013 19:16:16 +0200 Grunf]]> https://forum.civilea.com/thread-41378.html

Cyprus National Annex EN 1998-1

Size: 476 KB | Format: PDF | Quality: Unspecified | Year: 2004 | pages: 15

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Cyprus National Annex EN 1998-1

Size: 476 KB | Format: PDF | Quality: Unspecified | Year: 2004 | pages: 15

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]]> <![CDATA[Design of Cold-formed Steel Structures: Eurocode 3: Design of Steel Structures. Part]]> https://forum.civilea.com/thread-51438.html Sun, 06 Jan 2013 20:49:47 +0200 apocalipse]]> https://forum.civilea.com/thread-51438.html

Design of Cold-formed Steel Structures: Eurocode 3: Design of Steel Structures. Part 1-3 Design of cold-formed Steel Structures

ECCS - European Convention (Editor), Associacao Portuguesa de (Editor)
ISBN: 978-3-433-02979-4
Paperback
512 pages
October 2012

Description:
The book is concerned with design of cold-formed steel structures in building based on the Eurocode 3 package, particularly on EN 1993-1-3.
It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications.
Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.

More info:

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regards,
apocalipse]]>

Design of Cold-formed Steel Structures: Eurocode 3: Design of Steel Structures. Part 1-3 Design of cold-formed Steel Structures

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regards,
apocalipse]]> <![CDATA[EN 50341-3-17 - National Normative Aspects for Portugal]]> https://forum.civilea.com/thread-40255.html Thu, 06 Dec 2012 23:56:39 +0200 Songoku]]> https://forum.civilea.com/thread-40255.html

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]]> <![CDATA[Eurocode 3: Design of steel structures – Part 1-12: General – Supplementary rules for]]> https://forum.civilea.com/thread-40032.html Tue, 27 Nov 2012 15:45:51 +0200 andersen3]]> https://forum.civilea.com/thread-40032.html

Eurocode 3: Design of steel structures – Part 1-12: General – Supplementary rules for high strength steels

This European Standard EN 1993-1-12, “Eurocode 3: Design of steel structures: Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S 700”, has been prepared by Technical Committee CEN/TC250 « Structural Eurocodes », the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes.
This European Standard shall be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by August 2007, and conflicting National Standards shall be withdrawn at latest by March 2010.
According to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

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Eurocode 3: Design of steel structures – Part 1-12: General – Supplementary rules for high strength steels

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]]> <![CDATA[German National Annexes to Eurocodes]]> https://forum.civilea.com/thread-39671.html Sun, 11 Nov 2012 00:27:13 +0200 ziggywas1]]> https://forum.civilea.com/thread-39671.html

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Some are missing:
DIN EN 1992-2/NA
DIN EN 1992-3NA
DIN EN 1993-3-1-NA
DIN EN 1996-1-2/NA
DIN EN 1999-1-3/NA
Some are in draft while the finals have been publihed already.

Plz help finalize them.]]>

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Some are missing:
DIN EN 1992-2/NA
DIN EN 1992-3NA
DIN EN 1993-3-1-NA
DIN EN 1996-1-2/NA
DIN EN 1999-1-3/NA
Some are in draft while the finals have been publihed already.

Plz help finalize them.]]> <![CDATA[SCI P358 - Joints in Steel Construction - Simple Joints to Eurocode 3]]> https://forum.civilea.com/thread-38838.html Sun, 21 Oct 2012 04:37:47 +0300 justsagar]]> https://forum.civilea.com/thread-38838.html P-358_ Joints in Steel Construction - Simple Joints to Eurocode 3

This publication is one of a series of “Green Books” that cover a range of steelwork connections. This publication provides guidance for nominally pinned joints (the most common joint type in steel building structures) that primarily carry vertical shear and, as an accidental limit state, tying forces. The connections are designed in accordance with Eurocode 3 and its UK National Annexes.

Resistance tables are provided for the commonly used connection types, including partial depth end plates, fin plates, splices and column bases. A new full depth end plate (i.e. welded to both flanges) has been introduced, which offers a significantly increased tying resistance compared to a partial depth end plate. Detailed design checks are included to cover non-standard joints and facilitate the development of design software.

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]]> P-358_ Joints in Steel Construction - Simple Joints to Eurocode 3

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]]> <![CDATA[Worked examples according to EN1993-1-3]]> https://forum.civilea.com/thread-38757.html Wed, 17 Oct 2012 12:06:24 +0300 mig21]]> https://forum.civilea.com/thread-38757.html

Worked examples according to EN1993-1-3

Eurocode 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.

ECCS has published document No. 114 Preliminary worked examples according to Eurocode 3 Part 1.3 (2000) prepared by ECCS TC 7 using the pre-standard ENV 1993-1-3. The original aim was to check the applicability and accuracy of the pre-standard and assist the practical use of the provisions.

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.

Chapter 2 contains examples related to one industrial building. Different aspects related to the design of structural components have been included.
-Example A: Roof sheeting
-Example B: Liner trays
-Example C: Purlins
-Example D: Portal frames
-Example E: End wall and wind bracing

Chapter 3 contains additional examples for specific structural elements or features of EN 1993-1-3, which are included to assist in practical use of the provision.
-Example F: C-section in compression and bending about axis of symmetry
-Example G. U-section in bending and compression
-Example H: C-section in compression
-Example I: Hat section upper chord of lattice girder
-Example J: Sheeting with stiffeners in flange and web
-Example K: Inelastic reserve of sheeting
-Example L: Double C-section as end column

The calculations are based on the provisions of EN 1993-1-3. Also parts EN 1993-1-5 and EN 1993-1-1 are required in the calculations. In some cases engineering judgement has been followed. If other methods in addition to Eurocode 3 have been used it has been clearly noted in the examples.

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Worked examples according to EN1993-1-3

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