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Structural performance on beam with diferent size and spacing of link

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Bibliographic Details
Main Author: Nur Fadzilah, Md Isa
Other Authors: Shamsinar Salehuddin
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2015
Subjects:
Structural > Analysis
Beam
Concrete
Beam > Analysis
Beam > Design and construction
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40390
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spelling my.unimap-403902015-07-29T03:53:36Z Structural performance on beam with diferent size and spacing of link Nur Fadzilah, Md Isa Shamsinar Salehuddin Structural -- Analysis Beam Concrete Beam -- Analysis Beam -- Design and construction Access is limited to UniMAP community. This report conducted the experimental studies to know the performance on beam with different size and spacing of link. The objective of this research is to design beam and reinforcement required for beam using British Standard, to determine the flexural strength of the beam with different arrangement and size of reinforcement and to identify crack pattern between different arrangement and size of reinforcement on beam. Slump test and flexural test had been carried out in order to investigate the workability, strength and crack pattern of reinforced concrete beam. Four samples will be test which is 2 samples B6 containing link size 6 mm spacing 150 mm and 2 sample B8 containing link size 8 mm spacing 200 mm. The fresh concrete mixture will be taken for the slump test. Then, the concrete will be pour into 1500 mm x 300 mm x 150 mm formwork. After 28 days, the harden beam will be tested. This experiment have shown that reinforced concrete beam with different size and spacing of link show considerable flexural strength increase for reinforced concrete beam with link size 8 mm spacing 200 mm compare to reinforced concrete beam with link size 6 mm spacing 150 mm. In all cases considerable strength enhancement and crack pattern has been observed. Thus it can be concluded that reinforced concrete beam with link size 8 mm spacing 200 mm are more stronger and had more strengthen the reinforced concrete beam with link size 6 mm spacing 150 mm. 2015-07-29T03:53:36Z 2015-07-29T03:53:36Z 2013-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40390 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Structural -- Analysis
Beam
Concrete
Beam -- Analysis
Beam -- Design and construction
spellingShingle Structural -- Analysis
Beam
Concrete
Beam -- Analysis
Beam -- Design and construction
Nur Fadzilah, Md Isa
Structural performance on beam with diferent size and spacing of link
description Access is limited to UniMAP community.
author2 Shamsinar Salehuddin
author_facet Shamsinar Salehuddin
Nur Fadzilah, Md Isa
format Learning Object
author Nur Fadzilah, Md Isa
author_sort Nur Fadzilah, Md Isa
title Structural performance on beam with diferent size and spacing of link
title_short Structural performance on beam with diferent size and spacing of link
title_full Structural performance on beam with diferent size and spacing of link
title_fullStr Structural performance on beam with diferent size and spacing of link
title_full_unstemmed Structural performance on beam with diferent size and spacing of link
title_sort structural performance on beam with diferent size and spacing of link
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2015
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40390
_version_ 1643799351058759680
score 13.222552

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