Determination of Typical  Flexural Reinforcement Area in Negative Region Composite Beam

dc.contributor.author	Melhem, Abdul Qader
dc.contributor.author	Jamil Kayali, Mohammad
dc.date.accessioned	2021-07-11T11:12:58Z
dc.date.available	2021-07-11T11:12:58Z
dc.date.issued	2021-07-11
dc.identifier.citation	Melhem 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.- article	en_US
dc.identifier.uri	http://repository.sustech.edu/handle/123456789/26301
dc.description.abstract	Continuous 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 ...etc	en_US
dc.description.sponsorship	Sudan University of Science and Technology	en_US
dc.language.iso	en	en_US
dc.publisher	Sudan University of Science and Technology	en_US
dc.subject	Composite	en_US
dc.subject	Hogging Moment	en_US
dc.subject	Continuous	en_US
dc.subject	beams	en_US
dc.subject	numericall	en_US
dc.subject	modeling	en_US
dc.title	Determination of Typical Flexural Reinforcement Area in Negative Region Composite Beam	en_US
dc.type	Article	en_US