Bending Behaviour Of Triangular Web Profile Steel Beam Section

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)...

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Main Author: Hashim, Nor Salwani
Format: Thesis
Language:English
Published: 2012
Subjects:
Online Access:http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf
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spelling my-usm-ep.448692019-07-04T08:04:21Z Bending Behaviour Of Triangular Web Profile Steel Beam Section 2012-05 Hashim, Nor Salwani TA1-2040 Engineering (General). Civil engineering (General) 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. 2012-05 Thesis http://eprints.usm.my/44869/ http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf application/pdf en public masters Universiti Sains Malaysia Pusat Pengajian Kejuteraan Awam
institution Universiti Sains Malaysia
collection USM Institutional Repository
language English
topic TA1-2040 Engineering (General)
Civil engineering (General)
spellingShingle TA1-2040 Engineering (General)
Civil engineering (General)
Hashim, Nor Salwani
Bending Behaviour Of Triangular Web Profile Steel Beam Section
description 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.
format Thesis
qualification_level Master's degree
author Hashim, Nor Salwani
author_facet Hashim, Nor Salwani
author_sort Hashim, Nor Salwani
title Bending Behaviour Of Triangular Web Profile Steel Beam Section
title_short Bending Behaviour Of Triangular Web Profile Steel Beam Section
title_full Bending Behaviour Of Triangular Web Profile Steel Beam Section
title_fullStr Bending Behaviour Of Triangular Web Profile Steel Beam Section
title_full_unstemmed Bending Behaviour Of Triangular Web Profile Steel Beam Section
title_sort bending behaviour of triangular web profile steel beam section
granting_institution Universiti Sains Malaysia
granting_department Pusat Pengajian Kejuteraan Awam
publishDate 2012
url http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf
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