Posted by: AlmostThere - 10-14-2014, 06:10 AM - Forum: Archive
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Article/eBook Full Name: Greek national annexes to Eurocodes
Author(s): Hellenic Body for Standardisation
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An integrated structural bridge design solution
Structural Bridge Design software gives you greater flexibility and efficiency in your bridge design processes. Perform integrated loading, analysis, and code checking of small- to medium-span bridges and deliver design reports faster. Rely on more accurate, consistent, and verifiable data throughout the project lifecycle.
Features
Create better bridge designs faster with finite element analysis
Use side-by-side graphical displays in Structural Bridge Design software
Create reliable reports
Review and validate requirements throughout the design process.
Use bridge design software to generate detailed reports
Deliver reports faster
Speed report delivery with loading, analysis, and code checking integration.
Accelerate project refinement
Create detailed designs faster with productivity tools that help you define bridge components and easily incorporate them into the analytical model. Save time with automatic calculations of section properties for all shapes and materials. Allow for stages of construction to support a faster design process on small to medium bridge projects.
Structural Bridge Design software, formerly Sam Integrated Bridge Design software, automatically generates optimized traffic loading in a fully integrated environment. This enables you to refine design options faster with automated change updates in a "define-analyze-code check" loop.
Validate requirements with reliable reporting
Better understand structural behavior with side-by-side graphical displays of data and results at all stages of analysis and design.
Review pass/fail criteria for beams from graphical displays of actual and limiting load effects.
Use detailed hand-style design sheets that are created with full formulas and code referencing to review code check requirements.
Clarify reports and aid in the checking process with embedded screen graphics within the calculation sheet.
Deliver better reports faster
Design sections and bridge beams based on a variety of international standards—including Eurocodes, AASHTO LRFD, British Standards, and Australian and New Zealand Standards. Develop a more economical solution using a single system that doesn’t require import or export or need to convert data. Create reports that need minimal editing by generating calculations directly from the system, which helps you save time and money.
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Hello,
i am planning to buy the software cypecad. i have never use it but it seems very powerful. I would appreciate your opinion about this software as also the pros and cons.
The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials. The first CEABM was successfully taken place in Haikou, China, June 18-20, 2011, the second CEABM was in held in Yantai, China, from May 25 to 27, 2012 and the third in Jinan, from May 24 to 26, 2013. After the very successful previous issues, the 4th CEABM was successfully held in Haikou, China, from May 24 to 25, 2014.
All papers included in this collection had undergone the careful peer-review by the experts of international and domestic of China before it is selected for publications.
This book covers the subject areas of Structural Engineering, Monitoring and Control of Structures, Structural Rehabilitation, Retrofitting and trengthening, Reliability and Durability of Structures, etc. We hope that this collection of papers will contribute in stimulating debate among scholars, researchers and academicians and we aspire that you find them interesting and thought-provoking.
We would like to thank the authors for their valuable contribution and we are grateful to our general chairs, session chairs and the reviewers for having read and commented on the papers. Our most sincere thanks go to all keynote speakers who shared with us their expertise and knowledge. We are grateful to all the sponsors for their technical and financial support. We would also like to express our gratitude to all the members of the Organizing Committee for the efforts they have made before and during the conference.
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Author: C. Truesdell | Size: 28 MB | Format:PDF | Quality:Unspecified | Publisher: Springer | Year: reprint of the original 1st ed. 1973 (June 1, 1984) | pages: 755 | ISBN: 3540131612 ISBN13: 9783540131618
Reissue of Encyclopedia of Physics / Handbuch der Physik, Volume VIa The mechanical response of solids was first reduced to an organized science of fairly general scope in the nineteenth century. The theory of small elastic deformations is in the main the creation of CAUCHY, who, correcting and simplifying the work of NAVIER and POISSON, through an astounding application of conjoined scholarship, originality, and labor greatly extended in breadth the shallowest aspects of the treatments of par ticular kinds of bodies by GALILEO, LEIBNIZ, JAMES BERNOULLI, PARENT, DANIEL BER NOULLI, EULER, and COULOMB. Linear elasticity became a branch of mathematics, culti vated wherever there were mathematicians. The magisterial treatise of LOVE in its second edition, 1906 - clear, compact, exhaustive, and learned - stands as the summary of the classical theory. It is one of the great "gaslight works" that in BOCHNER'S words! "either do not have any adequate successor[ s] . . . or, at least, refuse to be super seded . . . ; and so they have to be reprinted, in ever increasing numbers, for active research and reference", as long as State and Society shall permit men to learn mathe matics by, for, and of men's minds. Abundant experimentation on solids was done during the same century. Usually the materials arising in nature, with which experiment most justly concerns itself, do not stoop easily to the limitations classical elasticity posits.
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ISO 16276, Parts 1 and 2 Corrosion protection of steel structures by protective paint systems — Assessment of, and acceptance criteria for, the adhesion/cohesion (fracture strength) of a coating
ISO 16276-1:2007
This part of ISO 16276 specifies procedures for assessing the fracture strength of a protective paint coating of any thickness on a steel substrate of thickness not less than 10 mm. The procedures given in this part of ISO 16276 are based on methods used with different types of pull-off test equipment. The results obtained using such different types of equipment are not comparable.
NOTE 1 Substrates of less than 10 mm in thickness can be tested if they are strengthened by the sandwich technique (see ISO 4624) or by the nature of the structure (e.g. I-beam or backing-plate). Otherwise, test panels with a thickness of at least 10 mm coated in the same way as the structure can be used, or the method specified ISO 16276-2 can be used.
This part of ISO 16276 is only applicable if a fracture strength value is specified, together with the type of test equipment and the manufacturer of the equipment. Usually, this information is included in contract documentation.
NOTE 2 A value for the fracture strength is only meaningful if the requirements concerning the ambient conditions (see 6.4.2) are met.
This part of ISO 16276 also specifies suitable equipment and defines inspection areas, sampling plans and acceptance/rejection criteria.
It does not give any values of the fracture strength of different protective paint coatings.
ISO 16276-2:2007
This part of ISO 16276 specifies procedures for rating the resistance of coating systems when a cut in the form of a right-angle lattice pattern (cross-cut) or in the form of an X (X-cut) is made into the coating, penetrating through to the substrate.
This part of ISO 16276 is only applicable if the cross-cut or X-cut test method is specified, together with the rating from the appropriate rating scale.
NOTE The characteristics of the coating can make the assessment of the result of a cross-cut or X-cut test difficult.
This part of ISO 16276 also specifies suitable equipment and defines inspection areas, sampling plans and acceptance/rejection criteria.
It does not specify ratings for particular coating systems.
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ISO 14713 Parts 1, 2 and 3 Zinc coatings — Guidelines and recommendations for the protection against corrosion of iron and steel in structures
Author: Technical Committee ISO/TC 107, Metallic and other inorganic coatings, Subcommittee SC 4, Hot dip coatings (galvanized, etc.) | Size: 4 MB | Format:PDF | Quality:Original preprint | Publisher: ISO | Year: 2009
ISO 14713-1:2009
This part of ISO 14713 provides guidelines and recommendations regarding the general principles of design which are appropriate for articles to be zinc coated for corrosion protection and the level of corrosion resistance provided by zinc coatings applied to iron or steel articles, exposed to a variety of environments.
Initial protection is covered in relation to
- available standard processes,
- design considerations, and
- environments for use.
This part of ISO 14713 applies to zinc coatings applied by the following processes:
a) hot dip galvanized coatings (applied after fabrication);
b) hot dip galvanized coatings (applied onto continuous sheet);
c) sherardized coatings;
d) thermal sprayed coatings;
e) mechanically plated coatings;
f) electrodeposited coatings.
These guidelines and recommendations do not deal with the maintenance of corrosion protection in service for steel with zinc coatings. Guidance on this subject can be found in ISO 12944-5 and ISO 12944-8.
ISO 14713-2:2009
This part of ISO 14713 provides guidelines and recommendations regarding the general principles of design which are appropriate for articles to be hot dip galvanized for corrosion protection. The protection afforded by the hot dip galvanized coating to the article will depend upon the method of application of the coating, the design of the article and the specific environment to which the article is exposed. The hot dip galvanized article can be further protected by application of additional coatings (outside the scope of this part of ISO 14713), such as organic coatings (paints or powder coatings). When applied to hot dip galvanized articles, this combination of coatings is often known as a “duplex system”.
The guidelines and recommendations in this part of ISO 14713 do not deal with the maintenance of corrosion protection in service for steel with hot dip galvanized coatings. Guidance on this subject can be found in ISO 12944-5.
Specific product-related requirements (e.g. for hot dip galvanized coatings on tubes or fasteners, etc.) will take precedence over these general recommendations.
ISO 14713-3:2009
This part of ISO 14713 provides guidelines and recommendations regarding the general principles of design that are appropriate for articles to be sherardized for corrosion protection.
The protection afforded by the sherardized coating to the article will depend upon the method of application of the coating, the design of the article and the specific environment to which the article is exposed. The sherardized article can be further protected by application of additional coatings (outside the scope of this part of ISO 14713), such as organic coatings (wet paints or powder coatings). When applied to sherardized articles, this combination of coatings is often known as a “duplex system”. General guidance on this subject can be found in ISO 12944-5 and EN 13438. The maintenance of corrosion protection in service for steel with sherardized coatings is outside the scope of this part of ISO 14713.
Specific product-related requirements (e.g. for sherardized coatings on fasteners or tubes, etc.) will take precedence over these general recommendations.
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# Only 181 pages including hard cover (Not a full version)
# 10.5 MB
#Publisher; Tata Mc Graw.Hill companies
Preface :- The main objective of this book is to present a systematic text on the design of steel structures based on the lattest Indian standard codes.The book covers the fundamental aspects of analysis and design and also dicusses practical requirement such as safety, feasibility, and economy of steel structures.Theorotical concepts regarding the strength of materials are applied to the design of steel structures based on the given specification.
Though primarily intended for undergraduate students and practicing engineers the book is also helpful postgraduate students.
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