Effect of Steel Reinforcement on the Minimum Depth-Span Ratio

Hassan Fahmi Rasheed, Mereen and Essa, Saad (2018) Effect of Steel Reinforcement on the Minimum Depth-Span Ratio. Eurasian Journal of Science and Engineering, 3 (3). pp. 66-74. ISSN 24145629

[img] Text (research Article)
eajse.v3i3p66.pdf - Published Version
Available under License Creative Commons Attribution Non-commercial No Derivatives.
Download (728kB)
Official URL: https://eajse.tiu.edu.iq

Abstract

Building codes and standards include methods and provisions for deflection control and determining minimum thickness of slabs and beams, also determine the immediate and long or timedependent deflection. The ACI code depth-span limitations tabulated for normal weight concrete and specified yield strength of steel. For other values of steel yield strength and lightweight concrete correction factors are provided. In this study, correction factors are suggested to include the effect of tensile reinforcement on the depth-span ratio in addition to the ACI code correction factors.

Item Type: Article
Uncontrolled Keywords: Deflection, Depth-Span Ratio, Deflection Control
Subjects: Engineering > Technology & Engineering
Engineering > TA Engineering (General). Civil engineering (General)
Divisions: Eurasian Journal of Science and Engineering > VOL 3, NO 3 (2018)
Depositing User: ePrints deposit
Date Deposited: 14 Oct 2020 18:40
Last Modified: 14 Oct 2020 18:40
URI: http://eprints.tiu.edu.iq/id/eprint/238

Actions (login required)

View Item View Item
Tishk International University Repository is powered by EPrints 3 which is developed by the School of Electronics and Computer Science at the University of Southampton. More information and software credits.