Research Article
Dec 1914

Steel Stresses in Flat Slabs

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Transactions of the American Society of Civil Engineers
Volume 77, Issue 1

Abstract

The question of the percentage of reinforcement m flat slabs is important economically as well as theoretically. It is, moreover, a question respecting which there seems to be some misconception as to the principles which should be applied. Shall the concrete and steel be balanced as perfectly as possible; or, if not, which shall be made the stronger The uninformed have usually insisted on over reinforcement, so that the concrete would be the weaker. If it is possible to determine the actual stresses in the steel with precision, there is no doubt that slabs should be designed so that the steel will give way first

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 77Issue 1December 1914
Pages: 1338 - 1388

History

Published in print: Dec 1914
Published online: Feb 10, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share