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Analytical study on simply supported rectangular slab with opening.

Reinforced concrete slabs are used to provide flat, useful surfaces and commonly appear in floors, roofs and deck of bridge. Many slabs exist in more complex cases that do not meet the constraints of elasticity-based method as a result of shape, support conditions or the presence of openings. Then e...

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Bibliographic Details
Main Author: Lee, Daniel Kim Tee.
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak (UNIMAS) 2003
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://ir.unimas.my/id/eprint/17324/1/Analytical%20study%20on%20simply%20supported%20rectangular%20slab%20with%20opening%20%2824%20pages%29.pdf
http://ir.unimas.my/id/eprint/17324/8/Daniel%20ft.pdf
http://ir.unimas.my/id/eprint/17324/
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spelling my.unimas.ir.173242024-01-08T04:09:16Z http://ir.unimas.my/id/eprint/17324/ Analytical study on simply supported rectangular slab with opening. Lee, Daniel Kim Tee. TA Engineering (General). Civil engineering (General) Reinforced concrete slabs are used to provide flat, useful surfaces and commonly appear in floors, roofs and deck of bridge. Many slabs exist in more complex cases that do not meet the constraints of elasticity-based method as a result of shape, support conditions or the presence of openings. Then elasticity-based method is not applicable in the analysis of slab with opening. But limit analysis or plastic analysis is an alternative to treat this problem. So yield line analysis that based on limit analysis has been introduced to analyze the slab with opening. This project involves analytical study on simply supported rectangular slabs with opening by using yield line analysis based on limit analysis. Yield line analysis is utilized to determine the internal and external work done on slab. By equating internal and external work done, relation between applied loading per unit area and ultimate resisting load can be obtained. The procedures stated above applicable to both cases either for ordinary rectangular slab and rectangular slab with opening. Then the effect on load carrying capacity of slab at different dimensions with varying size of opening can be observed. For the purpose of time saving and accuracy, MathCAD program has been utilized in this project to assist in obtaining values of load carrying capacity at various ratios of slab and opening dimension. Universiti Malaysia Sarawak (UNIMAS) 2003 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/17324/1/Analytical%20study%20on%20simply%20supported%20rectangular%20slab%20with%20opening%20%2824%20pages%29.pdf text en http://ir.unimas.my/id/eprint/17324/8/Daniel%20ft.pdf Lee, Daniel Kim Tee. (2003) Analytical study on simply supported rectangular slab with opening. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lee, Daniel Kim Tee.
Analytical study on simply supported rectangular slab with opening.
description Reinforced concrete slabs are used to provide flat, useful surfaces and commonly appear in floors, roofs and deck of bridge. Many slabs exist in more complex cases that do not meet the constraints of elasticity-based method as a result of shape, support conditions or the presence of openings. Then elasticity-based method is not applicable in the analysis of slab with opening. But limit analysis or plastic analysis is an alternative to treat this problem. So yield line analysis that based on limit analysis has been introduced to analyze the slab with opening. This project involves analytical study on simply supported rectangular slabs with opening by using yield line analysis based on limit analysis. Yield line analysis is utilized to determine the internal and external work done on slab. By equating internal and external work done, relation between applied loading per unit area and ultimate resisting load can be obtained. The procedures stated above applicable to both cases either for ordinary rectangular slab and rectangular slab with opening. Then the effect on load carrying capacity of slab at different dimensions with varying size of opening can be observed. For the purpose of time saving and accuracy, MathCAD program has been utilized in this project to assist in obtaining values of load carrying capacity at various ratios of slab and opening dimension.
format Final Year Project Report
author Lee, Daniel Kim Tee.
author_facet Lee, Daniel Kim Tee.
author_sort Lee, Daniel Kim Tee.
title Analytical study on simply supported rectangular slab with opening.
title_short Analytical study on simply supported rectangular slab with opening.
title_full Analytical study on simply supported rectangular slab with opening.
title_fullStr Analytical study on simply supported rectangular slab with opening.
title_full_unstemmed Analytical study on simply supported rectangular slab with opening.
title_sort analytical study on simply supported rectangular slab with opening.
publisher Universiti Malaysia Sarawak (UNIMAS)
publishDate 2003
url http://ir.unimas.my/id/eprint/17324/1/Analytical%20study%20on%20simply%20supported%20rectangular%20slab%20with%20opening%20%2824%20pages%29.pdf
http://ir.unimas.my/id/eprint/17324/8/Daniel%20ft.pdf
http://ir.unimas.my/id/eprint/17324/
_version_ 1787519552732528640
score 13.211869

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