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124338

Investigating ACI 318-08 Punching Shear Provisions for Design of Isolated Footings.

Article

Last updated: 04 Jan 2025

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Subjects

-

Tags

Civil Engineering

Abstract

This study is concerned with investigating the punching shear provisions of ACI 318-08 with emphasis on Equation (11-32) of this code. For reinforced concrete slabs and footings, shear force resisted by concrete is taken as the smallest value evaluated from ACI Equations (11-31), (11-32) and (11-33). Based on the experience of the author in designing isolated footings, it is noticed that Equation (11-32) has never yielded the smallest shear capacity in isolated footing design, thus making this equation redundant in terms of punching shear design. In this work, Equation (11-32) is to be investigated theoretically and parametrically to prove its redundancy in terms of practical design of isolated footings

DOI

10.21608/bfemu.2020.124338

Keywords

punching shear, Isolated footing, Column dimensions, Column location

Authors

First Name

Samir

Last Name

Shihada

MiddleName

M.

Affiliation

Civil Engineering Department., Islamic University., Gaza p.o Box 108, Gaza., Palestine.

Email

sshihada@iugaza.mail.edu.ps

City

Gaza

Orcid

-

Volume

35

Article Issue

1

Related Issue

17860

Issue Date

2010-03-01

Receive Date

2010-01-11

Publish Date

2020-11-19

Page Start

67

Page End

76

Print ISSN

1110-0923

Online ISSN

2735-4202

Article File

BFEMU_Volume 35_Issue 1_Pages 67-76.pdf

PDF . 744.1kB

Link

https://bfemu.journals.ekb.eg/article_124338.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=124338

Order

21

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

Investigating ACI 318-08 Punching Shear Provisions for Design of Isolated Footings.

Details

Type

Article

Created At

22 Jan 2023