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

Aci 2113r02 Guide For Selecting Proportions For Noslump Concrete Reapproved 2009 Aci Committee 211

  • SKU: BELL-5033484
Aci 2113r02 Guide For Selecting Proportions For Noslump Concrete Reapproved 2009 Aci Committee 211
$ 31.00 $ 45.00 (-31%)

4.0

46 reviews

Aci 2113r02 Guide For Selecting Proportions For Noslump Concrete Reapproved 2009 Aci Committee 211 instant download after payment.

Publisher: American Concrete Institute (ACI)
File Extension: PDF
File size: 1.16 MB
Pages: 26
Author: ACI Committee 211
ISBN: 9780870310775, 0870310771
Language: English
Year: 2002

Product desciption

Aci 2113r02 Guide For Selecting Proportions For Noslump Concrete Reapproved 2009 Aci Committee 211 by Aci Committee 211 9780870310775, 0870310771 instant download after payment.

Intended as a suuplement to "Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete" (ACI 211.1). The standard describes a procedure for proportioning concretes having slumps in the range of zero to 3 inch and consistencies below this range, for aggregates up to 1 inch maximum size. Suitable equipment for measuring such consistencies is described. Tables similar to those in ACI 211.1 are provided which, along with laboratory tests on physical properties of fine and coarse aggregate, yield information for obtaining concrete proportions for a trial mixture. Examples of the use of these tables are given. An appendix provides complete conversion of all tabular data to metric system units and shows a sample problem worked out with metric values.

Related Products