Brief Report
May 1980

Composite Beams with Web Openings

Publication: Journal of the Structural Division
Volume 106, Issue 5

Abstract

A related problem of some significance which to date has not been studied in great detail is the response to service loads of steel-concrete composite beam with web openings. The problem would appear to be solved using standard assumptions of elastic behavior of a transformed section. Such is indeed the case if the concrete is not cracked. However, consideration of a cracked section in conjunction with application of Vierendeel method of analysis leads to which a closed form solution does not appear possible. The purpose of this note is to present the formulation and solution algorithm for this problem.

Get full access to this article

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

Information & Authors

Information

Published In

Journal of the Structural Division
Volume 106Issue 5May 1980
Pages: 1203 - 1208

History

Published in print: May 1980
Published online: Feb 1, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Stuart E. Swartz, M.ASCE

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