Bending Behaviour Of Triangular Web Profile Steel Beam Section

Hashim, Nor Salwani (2012) Bending Behaviour Of Triangular Web Profile Steel Beam Section. Masters thesis, Universiti Sains Malaysia.

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Abstract

Corrugated beams and girders are widely used in industrial buildings, warehouses or in bridge constructions for road and rail. In order to assure that the steel section can resist more loads compared to that of flat web steel section (FW), a new steel section known as triangular web profile (TRIWP) steel section has been studied. A TRIWP steel section is a built-up steel section consisting of two flanges connected to a web plate with a triangular profile. This thesis described the study on the bending behaviour about major (Ix) and minor (Iy) axes of TRIWP compared to that of flat web (FW) steel sections. This research consists of two main stages namely finite element analysis and laboratory testing.

Item Type: Thesis (Masters)
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General)
Divisions: Kampus Kejuruteraan (Engineering Campus) > Pusat Pengajian Kejuruteraan Awam (School of Civil Engineering) > Thesis
Depositing User: ASM Ab Shukor Mustapa
Date Deposited: 04 Jul 2019 08:04
Last Modified: 04 Jul 2019 08:04
URI: http://eprints.usm.my/id/eprint/44869

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