Research Article
Dec 1976
Shear-Bond Analysis of Steel-Deck-Reinforced Slabs
Authors: Max L. Porter, AM.ASCE, Hotten A. Elleby, M.ASCE, Lowell F. Greimann, AM.ASCE, and Carl E. Ekberg Jr., F.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 12
Abstract
A brief review of steel-deck-reinforced floor systems and resulting failure modes is presented, followed by the development and evaluation of design equations for one-way shear-bond capacity. A linear regression of pertinent strength parameters was utilized to fit potential design equations to experimental data. Results of three of several possible equations are given; these are based on parameter grouping from 353 specimens of various types tested at Iowa State University and 151 proprietary tests conducted by steel-deck manufacturers. Example regression plots pertaining to slab elements for six different steel deck configurations were developed. Effects of shoring and gage thickness are considered. The preferred design equation was obtained from a relationship for shear design in the 1971 ACI Building Code.
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 102 • Issue 12 • December 1976
Pages: 2255 - 2268
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Dec 1976
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Max L. Porter, AM.ASCE
Asst. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Hotten A. Elleby, M.ASCE
Assoc. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Lowell F. Greimann, AM.ASCE
Asst. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Carl E. Ekberg Jr., F.ASCE
Prof. and Head, Dept. of Civ. Engrg., Iowa State Univ., Ames, Iowa
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.
Cited by
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.