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 : Original Works 
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 
Number Of Pages : 18 
Article Type : Article 
Added Date : Sunday, October 11, 2009 

Researchers

Researcher Name (Arabic)Researcher Name (English)Researcher TypeDr GradeEmail
علي أمجد أختر-الزمانAli A. AkhtaruzzamanResearcher  

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