alexa Structural Analysis of a Cantilever Beam with Tapered W
ISSN: 2472-0437

Journal of Steel Structures & Construction
Open Access

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Research Article

Structural Analysis of a Cantilever Beam with Tapered Web Section through Fea

Tejal Patil* and Nagesh L Shelke

Department of Civil Engineering, Dr D Y Patil School of Engineering & Technology, Department of Civil Engineering, Pune, India

*Corresponding Author:
Tejal Patil
Department of Civil Engineering
Dr D Y Patil School of Engineering and Technology
Department of Civil Engineering, Pune, India
Tel: +918421659137
E-mail: [email protected]

Received Date: September 12, 2016; Accepted Date: September 20, 2016; Published Date: September 30, 2016

Citation: Patil T, Shelke NL (2016) Structural Analysis of a Cantilever Beam with Tapered Web Section through Fea. J Steel Struct Constr 2:119. doi: 10.4172/2472-0437.1000119

Copyright: © 2016 Patil T, et al. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

 

Abstract

This paper examines the twisting anxieties of steel web decreased I segment cantilevers. Cantilevers with different level of decrease web broke down. The anxiety design along an I segment is recognized and the area and extent of the most extreme bending anxiety are talked about. The basic activity of a customary web decrease I segment under immediate or offbeat stacking is prevalently twisting, with different impacts, for example, distorting, pivot and parallel torsional clasping. The web decreased steel segment cantilever shaft is a broadly utilized auxiliary component as a part of numerous fields of use in light of its various great properties. FEA study on the conduct of steel I-segment (200 mm × 100 mm and 5 m length with a vertical heap of 500 kg) with straight web under stacking is displayed in this course. The examination is made with I segment having same dimensioned level web. The study incorporates bending execution, sidelong torsional clasping. It is presumed that steel bar with decreased web segment has higher imperviousness to twisting, sidelong torsional clasping contrasted with that of an area with level web segment cantilever bar. The point of turn is likewise diminished with increment in decreased proportion. 3:2 decrease proportions are reasonable as the proportionate anxiety is less for this proportion.

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