Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah

In the design of reinforced concrete structures, serviceability limit must be satisfied to ensure safety. Serviceability refers to control deflection and cracks width at services loads. Subjected to dynamic loading under static and dynamic load, a study has been carried out to make an experimental i...

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Main Author: Ngah, Rosli
Format: Thesis
Language:English
Published: 2005
Online Access:http://ir.uitm.edu.my/id/eprint/18339/
http://ir.uitm.edu.my/id/eprint/18339/2/TD_ROSLI%20NGAH%20EC%2005_5.pdf
id uitm-18339
recordtype eprints
spelling uitm-183392019-02-19T08:48:36Z http://ir.uitm.edu.my/id/eprint/18339/ Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah Ngah, Rosli In the design of reinforced concrete structures, serviceability limit must be satisfied to ensure safety. Serviceability refers to control deflection and cracks width at services loads. Subjected to dynamic loading under static and dynamic load, a study has been carried out to make an experimental investigation on reinforced concrete beam grade 30, with respect to the serviceability limits. A total 4 beam has been cast and test under static and dynamic load. 1 000 000, 2 000 000 and 3 000 000 cycle has been used as for 5 Hertz loading. Parameters investigated include deflections, crack widths and crack lengths. It is expected that the cracking at reinforced concrete beam. The maximum crack width that may be considered to be acceptable in a given situation depends on the type of reinforced concrete beam, the environment and the consequences of excessive cracking. 2005 Thesis NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18339/2/TD_ROSLI%20NGAH%20EC%2005_5.pdf Ngah, Rosli (2005) Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah. Degree thesis, Universiti Teknologi MARA.
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
description In the design of reinforced concrete structures, serviceability limit must be satisfied to ensure safety. Serviceability refers to control deflection and cracks width at services loads. Subjected to dynamic loading under static and dynamic load, a study has been carried out to make an experimental investigation on reinforced concrete beam grade 30, with respect to the serviceability limits. A total 4 beam has been cast and test under static and dynamic load. 1 000 000, 2 000 000 and 3 000 000 cycle has been used as for 5 Hertz loading. Parameters investigated include deflections, crack widths and crack lengths. It is expected that the cracking at reinforced concrete beam. The maximum crack width that may be considered to be acceptable in a given situation depends on the type of reinforced concrete beam, the environment and the consequences of excessive cracking.
format Thesis
author Ngah, Rosli
spellingShingle Ngah, Rosli
Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
author_facet Ngah, Rosli
author_sort Ngah, Rosli
title Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
title_short Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
title_full Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
title_fullStr Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
title_full_unstemmed Experimental evaluation of RC beam grade 30 under dynamic influence of serviceability limit / Rosli Ngah
title_sort experimental evaluation of rc beam grade 30 under dynamic influence of serviceability limit / rosli ngah
publishDate 2005
url http://ir.uitm.edu.my/id/eprint/18339/
http://ir.uitm.edu.my/id/eprint/18339/2/TD_ROSLI%20NGAH%20EC%2005_5.pdf
first_indexed 2023-09-18T23:00:18Z
last_indexed 2023-09-18T23:00:18Z
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