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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| Format: | Thesis |
| Language: | English |
| Published: |
2012
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| Online Access: | http://eprints.usm.my/44869/ http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf |
| _version_ | 1848880176465707008 |
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| author | Hashim, Nor Salwani |
| author_facet | Hashim, Nor Salwani |
| author_sort | Hashim, Nor Salwani |
| building | USM Institutional Repository |
| collection | Online Access |
| 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. |
| first_indexed | 2025-11-15T17:58:58Z |
| format | Thesis |
| id | usm-44869 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T17:58:58Z |
| publishDate | 2012 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-448692019-07-04T08:04:21Z 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. |
| spellingShingle | TA1-2040 Engineering (General). Civil engineering (General) Hashim, Nor Salwani Bending Behaviour Of Triangular Web Profile Steel Beam Section |
| title | 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_short | Bending Behaviour Of Triangular Web Profile Steel Beam Section |
| title_sort | bending behaviour of triangular web profile steel beam section |
| topic | TA1-2040 Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/44869/ http://eprints.usm.my/44869/1/NOR%20SALWANI%20BINTI%20HASHIM.pdf |