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Please use this identifier to cite or link to this item: https://repository.sustech.edu/handle/123456789/26301
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dc.contributor.authorMelhem, Abdul Qader-
dc.contributor.authorJamil Kayali, Mohammad-
dc.date.accessioned2021-07-11T11:12:58Z-
dc.date.available2021-07-11T11:12:58Z-
dc.date.issued2021-07-11-
dc.identifier.citationMelhem Abdul Qader, Determination of Typical Flexural Reinforcement Area in Negative Region Composite Beam , Abdul Qader Melhem, Mohammad Jamil Kayali - Journal of Engineering and Computer Sciences (ECS) .- Vol .21 , no3.- 2020.- articleen_US
dc.identifier.urihttp://repository.sustech.edu/handle/123456789/26301-
dc.description.abstractContinuous steel beams with reinforced concrete slabs reinforced concrete slabs on their top are more economical and effective than RC beam beam models (Reinforcement concrete beams)s s (Also, they, they are in architectural design to due their less hei gh ts, large spans and s, and ideal resistance ...etcen_US
dc.description.sponsorshipSudan University of Science and Technologyen_US
dc.language.isoenen_US
dc.publisherSudan University of Science and Technologyen_US
dc.subjectCompositeen_US
dc.subjectHogging Momenten_US
dc.subjectContinuousen_US
dc.subjectbeamsen_US
dc.subjectnumericallen_US
dc.subjectmodelingen_US
dc.titleDetermination of Typical Flexural Reinforcement Area in Negative Region Composite Beamen_US
dc.typeArticleen_US
Appears in Collections:Volume 21 No. 3

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