Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs

There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame met...

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Autores principales: Hassan Ayad Fadhil, Ali Hussein Ali Al-Ahmed
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Publicado: Al-Khwarizmi College of Engineering – University of Baghdad 2012
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Acceso en línea:https://doaj.org/article/4aad9ba552c74ae7a81358acdf820124
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spelling oai:doaj.org-article:4aad9ba552c74ae7a81358acdf8201242021-12-02T06:41:03ZEmpirical Equations for Analysis of Two-Way Reinforced Concrete Slabs 1818-1171https://doaj.org/article/4aad9ba552c74ae7a81358acdf8201242012-01-01T00:00:00Zhttp://www.iasj.net/iasj?func=fulltext&aId=56298https://doaj.org/toc/1818-1171There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame method. But these methods usually need a long time for analysis of the slabs.In this paper, a new simple method has been developed to analyze the two-way slabs by using simple empirical formulae, and the results of final analysis of some examples have been compared with other different methods given in different codes of practice.The comparison proof that this simple proposed method gives good results and it can be used in analysis of two-way slabs instead of other methods.Hassan Ayad FadhilAli Hussein Ali Al-AhmedAl-Khwarizmi College of Engineering – University of BaghdadarticleAnalysisTwo-wayReinforced concrete slabsEmpirical equationsInflection linesChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 8, Iss 3, Pp 24-39 (2012)
institution DOAJ
collection DOAJ
language EN
topic Analysis
Two-way
Reinforced concrete slabs
Empirical equations
Inflection lines
Chemical engineering
TP155-156
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle Analysis
Two-way
Reinforced concrete slabs
Empirical equations
Inflection lines
Chemical engineering
TP155-156
Engineering (General). Civil engineering (General)
TA1-2040
Hassan Ayad Fadhil
Ali Hussein Ali Al-Ahmed
Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
description There are many different methods for analysis of two-way reinforced concrete slabs. The most efficient methods depend on using certain factors given in different codes of reinforced concrete design. The other ways of analysis of two-way slabs are the direct design method and the equivalent frame method. But these methods usually need a long time for analysis of the slabs.In this paper, a new simple method has been developed to analyze the two-way slabs by using simple empirical formulae, and the results of final analysis of some examples have been compared with other different methods given in different codes of practice.The comparison proof that this simple proposed method gives good results and it can be used in analysis of two-way slabs instead of other methods.
format article
author Hassan Ayad Fadhil
Ali Hussein Ali Al-Ahmed
author_facet Hassan Ayad Fadhil
Ali Hussein Ali Al-Ahmed
author_sort Hassan Ayad Fadhil
title Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
title_short Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
title_full Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
title_fullStr Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
title_full_unstemmed Empirical Equations for Analysis of Two-Way Reinforced Concrete Slabs
title_sort empirical equations for analysis of two-way reinforced concrete slabs
publisher Al-Khwarizmi College of Engineering – University of Baghdad
publishDate 2012
url https://doaj.org/article/4aad9ba552c74ae7a81358acdf820124
work_keys_str_mv AT hassanayadfadhil empiricalequationsforanalysisoftwowayreinforcedconcreteslabs
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