Skip to main content Accessibility help
×
Hostname: page-component-84b7d79bbc-rnpqb Total loading time: 0 Render date: 2024-07-29T12:10:34.509Z Has data issue: false hasContentIssue false
This chapter is part of a book that is no longer available to purchase from Cambridge Core

8 - Slabs

from Part I - Reinforced concrete

Yew-Chaye Loo
Affiliation:
Griffith University, Queensland
Sanaul Huq Chowdhury
Affiliation:
Griffith University, Queensland
Get access

Summary

Introduction

One-way slabs

Theoretically, all slabs are two-dimensional systems with bending in two orthogonal directions or two-way bending. In practice, however, some slabs are supported on parallel and continuous (line) supports in one direction only. Figure 8.1(1)a shows a typical slab of this type, in which the line supports take the form of a continuous wall or a girder, which is supported on discrete columns. Note that the coordinate system adopted here is different from that used in the earlier chapters. This is to conform to AS 3600-2009 (the Standard) convention.

If such a slab is subjected to a uniformly distributed load only, then bending mainly occurs in the direction perpendicular to the support – the x-direction in Figure 8.1(l)a. The bending in the y-direction may be ignored. Such a slab is referred to as a one-way slab.

Since bending occurs only in the x-direction, the entire slab structure can be seen as a very wide beam running continuously in the x-direction. For analysis and design, it is convenient to consider a strip of a unit width, for example, one metre. This is illustrated in Figure 8.1(1)b. The strip can be further assumed to be continuous over standard (beam) supports. However, such an assumption is valid only if the column-supported girders are rigid enough to prevent significant bending in the y-direction.

Type
Chapter
Information
Reinforced and Prestressed Concrete
Analysis and Design with Emphasis on Application of AS3600-2009
, pp. 148 - 209
Publisher: Cambridge University Press
Print publication year: 2010

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

Save book to Kindle

To save this book to your Kindle, first ensure coreplatform@cambridge.org is added to your Approved Personal Document E-mail List under your Personal Document Settings on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part of your Kindle email address below. Find out more about saving to your Kindle.

Note you can select to save to either the @free.kindle.com or @kindle.com variations. ‘@free.kindle.com’ emails are free but can only be saved to your device when it is connected to wi-fi. ‘@kindle.com’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.

Find out more about the Kindle Personal Document Service.

  • Slabs
  • Yew-Chaye Loo, Griffith University, Queensland, Sanaul Huq Chowdhury, Griffith University, Queensland
  • Book: Reinforced and Prestressed Concrete
  • Online publication: 05 June 2012
  • Chapter DOI: https://doi.org/10.1017/CBO9780511997372.011
Available formats
×

Save book to Dropbox

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Dropbox.

  • Slabs
  • Yew-Chaye Loo, Griffith University, Queensland, Sanaul Huq Chowdhury, Griffith University, Queensland
  • Book: Reinforced and Prestressed Concrete
  • Online publication: 05 June 2012
  • Chapter DOI: https://doi.org/10.1017/CBO9780511997372.011
Available formats
×

Save book to Google Drive

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Google Drive.

  • Slabs
  • Yew-Chaye Loo, Griffith University, Queensland, Sanaul Huq Chowdhury, Griffith University, Queensland
  • Book: Reinforced and Prestressed Concrete
  • Online publication: 05 June 2012
  • Chapter DOI: https://doi.org/10.1017/CBO9780511997372.011
Available formats
×