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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:
TA1-2040 Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf
http://eprints.usm.my/44869/
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spelling my.usm.eprints.44869 http://eprints.usm.my/44869/ Bending Behaviour Of Triangular Web Profile Steel Beam Section 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 NonPeerReviewed application/pdf en http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf Hashim, Nor Salwani (2012) Bending Behaviour Of Triangular Web Profile Steel Beam Section. Masters thesis, Universiti Sains Malaysia.
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
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
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
publishDate 2012
url http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf
http://eprints.usm.my/44869/
_version_ 1643711129177817088
score 13.250246

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