Applied Numerical Methods with MATLAB for Engineers and Scientists (plus Solutions)
Applied Numerical Methods with MATLAB for Engineers and Scientists (plus Solutions)
Steven Chapra
MgH 2006
ISBN: 007313290X
608 pages PDF 25,8 MB + 1,3 MB = 27.1 MB
Still brief - but with the chapters that you wanted - Steven Chapra's new second edition is written for engineers and scientists who want to learn numerical problem solving. This text focuses on problem-solving (applications) rather than theory, using MATLAB, and is intended for Numerical Methods users; hence theory is included only to inform key concepts. The new second edition feature new material such as Numerical Differentiation and ODE's: Boundary-Value Problems.
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Concrete Society TR 55 Design Guidance for Strengthening Concrete Structures using Fibre Composite Materials. 1st Edition
This Report provides authoritative guidance for structural designers on strengthening concrete buildings and bridges by bonding fibre composite to the surface. This relatively new technique is proving to be much quicker and more cost-effective than established techniques using steel plates, but guidance has been lacking until now. The Report explains the advantages and disadvantages of the technique and gives examples of applications. It explains the design approach in detail and discusses workmanship, installation, inspection and maintenance. The second edition of this Report reflects the fact that materials and techniques have developed rapidly along with their range of applications. Significant changes covered in the new edition include modification of the treatment of partial safety factors in the design process, and design of members in shear, to provide a less empirical approach, amongst others.
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EN 10028:2009 Flat Products Made of Steel for Pressure Purposes Standard series
EN 10028 consists of the following parts under the general title Flat products made of steels for pressure purposes:
 Part 1: General requirements
 Part 2: Non-alloy and alloy steels with specified elevated temperature properties
 Part 3: Weldable fine grain steels, normalized
 Part 4: Nickel alloy steels with specified low temperature properties
 Part 5: Weldable fine grain steels, thermomechanically rolled
 Part 6: Weldable fine grain steels, quenched and tempered
 Part 7: Stainless steels
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Posted by: ir_71 - 10-21-2010, 01:56 PM - Forum: EN
- No Replies
EN 10079:2007 Definition of Steel Products
There are various classification systems existing in Europe but this European Standard only deals with
definitions for steel products manufactured by or used in the steel industry or by its customers. For example,
Annex B provides guidance on the definition systems used in the former European Coal and Steel Community
(ECSC) Treaty as well as the Statistical office of the European Communities and of the Harmonised
Commodity Description and Coding System.
The entries that are presented in this European Standard have been ordered systematically, and have been
grouped by steel products according to:
— shape and dimensions e.g. flat products, long products, heavy sections;
— appearance and surface condition e.g. coated flat products, bright products.
This European Standard also contains an alphabetical index, which has been included at the end of this
document.
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Cross References EN 10002-1:2001, EN 10020:2000, EN 10021:2006, EN 10049, EN 10079:2007, EN 10143, EN 10204:2004, EN 10325, ISO 10113, ISO 10275, EN 606, EN 10027-1, EN 10027-2, EN 10149-2, EN 10152:2009, EN 10169-1, EN 10169-2, EN 10169-3, EN ISO 14713, ISO 14713:1999
Replaces: BS EN 10326:2004, BS EN 10327:2004, BS EN 10336:2007, BS EN 10292:2007
International Relationships: EN 10346:2009 Identical
Supersedes Draft: 07/30164802 DC
can anyone provide some guidelines or excel sheet or any material regarding footing design with uplift(for steel structures).
i know there are many spread sheets available but most of them don't incorporate the effect of uplift
Posted by: ir_71 - 10-21-2010, 09:49 AM - Forum: EN
- Replies (2)
prEN 206-9 Concrete - Part 9: Additional Rules for Self-compacting Concrete (SCC)
Introduction Self-compacting concrete (SCC) is an evolving technology and practices vary. As far as possible this Standard sets common requirements, but where this is not possible the relevant clause contains permission for the application of national standards or provisions valid in the place of use of the concrete. This Standard will be applied in Europe under different climatic and geographical conditions, different levels of protection and under different, well established, regional traditions and experience. Classes for self-compacting concrete properties have been introduced to cover this situation. Where such general solutions were not possible, the relevant clauses contain permission for the application of national standards or provisions valid in the place of use of the concrete. In tables, notes and footnotes in this Standard are normative unless stated otherwise; other notes and footnotes are informative. Further explanations and guidance on the application of this Standard are given in other documents. Further guidance on the production and other aspects of SCC is given in The European Guidelines for Self-Compacting Concrete – Specification, Production and Use (May 2005). 1 Scope This European Standard applies to SCC for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures. This Standard applies to SCC which is self-compacting by gravity to retain no appreciable amount of entrapped air other than entrained air. This Standard applies to normal-weight concrete. Experience with SCC containing light-weight or heavy-weight aggregate and fibres is limited. Some but not all provisions of this Standard will apply for these forms of SCC but the requirements have to be determined on a case by case basis. The SCC may be mixed on site, ready-mixed concrete or produced in a plant for precast concrete products. In addition to those in EN 206-1:2000, this Standard specifies requirements for:
 the constituent materials of SCC;
 the properties of fresh and hardened SCC and their verification;
 the limitations for SCC composition;
 the specification of SCC;
 the factory production control procedures;
 the conformity criteria. Other European Standards for specific products e.g. precast products or for processes within the field of the scope of this Standard may require or permit deviations from this standard. The limitations of scope in EN 206-1:2000 apply to SCC conforming to this Standard. This Standard does not cover health and safety requirements for the protection of workers during production and delivery of concrete.
Dear friends, if some of you possess the official version of this standard - EN 206-9:2010, please share it.
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