Study on the improvement code of practices in structural design and material specifications

In Malaysia, most of the design concrete structure is based on Code of Practice British Standard (BS 8110). In line with the change of time and technology, Malaysia has been introduced to Eurocode 2 (EC 2) as a new guideline in design concrete structures. However, EC2 still in early stage of impleme...

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Main Author:	Nurul Atiqah , Ajis
Format:	Undergraduates Project Papers
Language:	English
Published:	2012
Subjects:	TH Building construction
Online Access:	http://umpir.ump.edu.my/id/eprint/7890/ http://umpir.ump.edu.my/id/eprint/7890/ http://umpir.ump.edu.my/id/eprint/7890/1/NURUL_ATIQAH_BINTI_AJIS.PDF

id	ump-7890
recordtype	eprints
spelling	ump-78902015-03-03T09:38:42Z http://umpir.ump.edu.my/id/eprint/7890/ Study on the improvement code of practices in structural design and material specifications Nurul Atiqah , Ajis TH Building construction In Malaysia, most of the design concrete structure is based on Code of Practice British Standard (BS 8110). In line with the change of time and technology, Malaysia has been introduced to Eurocode 2 (EC 2) as a new guideline in design concrete structures. However, EC2 still in early stage of implementation therefore, it widely introduced to the engineers and in the higher institutions. The main objective of this study is to find the differences between BS 8110 and EC 2 in the aspect of materials and design specifications. There have few differences identified and studies have been conducted to find out the causes and reasons of the changing. The main differences between BS 8110 and EC 2 in the design specifications is BS 8110 designed based on structure element such as beam, column, slab and others. While, EC 2 designed based on phenomenon such as flexure, shear, deflection and axial force. In terms of material, there is change in partial factor of safety for reinforcing steel. Partial factor of safety for reinforcing steel in EC 2 is higher compare with value use in BS 8110. However, this difference neutralized by the reinforcing steel with f k = 500 N/mm 2 . In addition, there are many factors need to be consider in EC 2 compare with BS 8110. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7890/1/NURUL_ATIQAH_BINTI_AJIS.PDF Nurul Atiqah , Ajis (2012) Study on the improvement code of practices in structural design and material specifications. Faculty of Civil and Environmental Engineering, niversiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:76497&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TH Building construction
spellingShingle	TH Building construction Nurul Atiqah , Ajis Study on the improvement code of practices in structural design and material specifications
description	In Malaysia, most of the design concrete structure is based on Code of Practice British Standard (BS 8110). In line with the change of time and technology, Malaysia has been introduced to Eurocode 2 (EC 2) as a new guideline in design concrete structures. However, EC2 still in early stage of implementation therefore, it widely introduced to the engineers and in the higher institutions. The main objective of this study is to find the differences between BS 8110 and EC 2 in the aspect of materials and design specifications. There have few differences identified and studies have been conducted to find out the causes and reasons of the changing. The main differences between BS 8110 and EC 2 in the design specifications is BS 8110 designed based on structure element such as beam, column, slab and others. While, EC 2 designed based on phenomenon such as flexure, shear, deflection and axial force. In terms of material, there is change in partial factor of safety for reinforcing steel. Partial factor of safety for reinforcing steel in EC 2 is higher compare with value use in BS 8110. However, this difference neutralized by the reinforcing steel with f k = 500 N/mm 2 . In addition, there are many factors need to be consider in EC 2 compare with BS 8110.
format	Undergraduates Project Papers
author	Nurul Atiqah , Ajis
author_facet	Nurul Atiqah , Ajis
author_sort	Nurul Atiqah , Ajis
title	Study on the improvement code of practices in structural design and material specifications
title_short	Study on the improvement code of practices in structural design and material specifications
title_full	Study on the improvement code of practices in structural design and material specifications
title_fullStr	Study on the improvement code of practices in structural design and material specifications
title_full_unstemmed	Study on the improvement code of practices in structural design and material specifications
title_sort	study on the improvement code of practices in structural design and material specifications
publishDate	2012
url	http://umpir.ump.edu.my/id/eprint/7890/ http://umpir.ump.edu.my/id/eprint/7890/ http://umpir.ump.edu.my/id/eprint/7890/1/NURUL_ATIQAH_BINTI_AJIS.PDF
first_indexed	2023-09-18T22:05:00Z
last_indexed	2023-09-18T22:05:00Z
_version_	1777414649258442752

Study on the improvement code of practices in structural design and material specifications

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