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Faculty of Engineering
Document Details
Document Type
:
Article In Journal
Document Title
:
Design of Rectangular Beams Under Torsion, Bending & Shear
تصميم العتبات المستطيلة المقطع الخاضعة للًي والإنحناء والقص
Subject
:
Civil Engineering
Document Language
:
English
Abstract
:
A set of interactive strength equations based on the skew-bending model have been modified for designing rectangular beams subjected to torsion, bending and shear. The design procedure is a trial and error approach, and is based on the estimation of the required pure flexural moment capacity of the section to be designed. Torsion-bending-shear interaction data of a reference section have been used in estimating the pure flexural moment capacity. These data are presented in a tabular form and also as non-dimensional interaction diagrams. Four numerical examples covering different possible modes of failure are presented. The torsional moment capacities of the designed sections are compared with those given by the ACI code torsion equations.
ISSN
:
1319-1047
Journal Name
:
Engineering Sciences Journal
Volume
:
2
Issue Number
:
1
Publishing Year
:
1410 AH
1990 AD
Article Type
:
Article
Added Date
:
Friday, January 1, 2010
Researchers
Researcher Name (Arabic)
Researcher Name (English)
Researcher Type
Dr Grade
Email
علي أمجد أختر الزمان
AKHTARUZZAMAN, ALI AMJAD
Researcher
Doctorate
Files
File Name
Type
Description
24600.pdf
pdf
Design of Rectangular Beams Under Torsion, Bending & Shear
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