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Worked Example EC2 - European Concrete Platform ASBL, May 2008.

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European Concrete Platform ASBL, May 2008.

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All information in this document is deemed to be accurate by the European Concrete Platform ASBL at the time of
going into press. It is given in good faith.
Information on European Concrete Platform documents does not create any liability for its Members. While the goal
is to keep this information timely and accurate, the European Concrete Platform ASBL cannot guarantee either. If
errors are brought to its attention, they will be corrected.
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be held liable for any view expressed therein.
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significance and limitations of its contents and take responsibility for its use and application. No liability (including
for negligence) for any loss resulting from such advice or information is accepted.
Readers should note that all European Concrete Platform publications are subject to revision from time to time and
therefore ensure that they are in possession of the latest version.
This publication is based on the publication: "Guida all'uso dell'eurocodice 2" prepared by AICAP; the Italian
Association for Reinforced and Prestressed Concrete, on behalf of the the Italian Cement Organziation AITEC, and
on background documents prepared by the Eurocode 2 Project Teams Members, during the preparation of the EN
version of Eurocode 2 (prof A.W. Beeby, prof H. Corres Peiretti, prof J. Walraven, prof B. Westerberg, prof R.V.
Whitman).
Authorization has been received or is pending from organisations or individuals for their specific contributions

Published by the European Concrete Platform ASBL
Editor: Jean-Pierre Jacobs
8 rue Volta
1050 Brussels, Belgium



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Regards,
Robert Sasmita
You can get this document from European Concrete Platform

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You can also get the following book with background information of EN1992-1-1.

Commentary to Eurocode 2

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Like many current national codes in Europe, Eurocode 2 (EC 2) for concrete structures draws heavily on the CEB Model Code. And yet the presentation and terminology, conditioned by the agreed format for Eurocodes, might obscure the similarities to many national codes. Also EC 2 in common with other Eurocodes, tends to be general in character and this might present difficulty to some designers at least initially. The problems of coming to terms with a new set of codes by busy practising engineers cannot be underestimated. This is the backdrop to the publication of ‘Commentary and Worked Examples to EC 2’ by Professor Mancini and his colleagues. Commissioned by CEMBUREAU, BIBM, EFCA and ERMCO this publication should prove immensely valuable to designers in discovering the background to many of the code requirements. This publication will assist in building confidence in the new code, which offers tools for the design of economic and innovative concrete structures. The publication brings together many of the documents produced by the Project Team during the development of the code. The document is rich in theoretical explanations and draws on much recent research. Comparisons with the ENV stage of EC2 are also provided in a number of cases. The chapter on EN 1990 (Basis of structural design) is an added bonus and will be appreciated by practioners. Worked examples further illustrate the application of the code and should promote understanding. The commentary will prove an authentic companion to EC 2 and deserves every success.

This publication is based on the publication: "Guida all'uso dell'eurocodice 2" prepared by AICAP; the Italian Association for Reinforced and Prestressed Concrete, on behalf of the the Italian Cement Organziation AITEC, and on background documents prepared by the Eurocode 2 Project Teams Members, during the preparation of the EN version of Eurocode 2 (prof A.W. Beeby, prof H. Corres Peiretti, prof J. Walraven, prof B. Westerberg, prof R.V. Whitman).



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Regards
Eurocode 2 Worked Examples

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Publisher: European Concrete Platform ASBL, May 2008



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Commentary to Eurocode 2:


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Eurocode 2 Worked Examples:


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