logo

EbookBell.com

Most ebook files are in PDF format, so you can easily read them using various software such as Foxit Reader or directly on the Google Chrome browser.
Some ebook files are released by publishers in other formats such as .awz, .mobi, .epub, .fb2, etc. You may need to install specific software to read these formats on mobile/PC, such as Calibre.

Please read the tutorial at this link:  https://ebookbell.com/faq 


We offer FREE conversion to the popular formats you request; however, this may take some time. Therefore, right after payment, please email us, and we will try to provide the service as quickly as possible.


For some exceptional file formats or broken links (if any), please refrain from opening any disputes. Instead, email us first, and we will try to assist within a maximum of 6 hours.

EbookBell Team

Fib 15 Durability Of Posttensioning Tendons Fib

  • SKU: BELL-4657514
Fib 15 Durability Of Posttensioning Tendons Fib
$ 31.00 $ 45.00 (-31%)

4.7

66 reviews

Fib 15 Durability Of Posttensioning Tendons Fib instant download after payment.

Publisher: FIB - The International Federation for Structural Concrete (fib - fédération internationale du béton
File Extension: PDF
File size: 17.06 MB
Pages: 279
Author: FIB
ISBN: 9782883940550, 288394055X
Language: English
Year: 2001
Volume: 15

Product desciption

Fib 15 Durability Of Posttensioning Tendons Fib by Fib 9782883940550, 288394055X instant download after payment.

The 1996 FIP Recommendations Practical Design of Structural Concrete were finally published by SETO in September 1999. They had been developed based on the 1990 CEB-FIP Model Code.
The main objective of this Bulletin is now to demonstrate by practical examples the application of these recommendations, and especially to illustrate the use of strut-and-tie models for designing discontinuity regions in concrete structures. These examples represent also a continuation of the 1990 FIP Handbook on Practical Design that had been based on the former (1984) version of the recommendations. Most of the examples are recently built existing structures. Although some of them may be considered as quite important, the chosen examples are by no means exceptional.
The technical report does not deal with the discussion of aesthetic or general conceptual aspects. On the contrary, the main aim is to treat particular design aspects by selecting local regions of the chosen structures, that are then designed and detailed following the design principles and specifications proposed in the 1996 FIP Recommendations mentioned above.

Related Products