Comparative analysis of the tensile strength of bamboo and reinforcement steel bars as a structural member in construction

dc.contributor.authorChelangat, Caleb
dc.date.accessioned2023-07-26T13:50:05Z
dc.date.available2023-07-26T13:50:05Z
dc.date.issued2023
dc.descriptionDissertationen_US
dc.description.abstractThe research study aimed at testing and comparing the tensile strength of bamboo and reinforcement steel bars as a structural member in construction. The tensile strength test was carried on reinforcement steel bars (high yield and mild yield steel bars) and bamboo of the same dimensions. Results were presented in tables and graphs and shows that the tensile strength of high yield steel bar is higher that of mild yield steel bar and bamboo respectively. The study concludes that due to the minimal breaking force (FB) of bamboo, it cannot be employed as the main structural member in construction instead can be used for partitioning walls, ceiling, roof and other parts of construction which do not carry a heavy load.en_US
dc.description.sponsorshipMr. Joseph. A. Owalu, Busitema Universityen_US
dc.identifier.citationChelangat, C. (2023). Comparative analysis of the tensile strength of bamboo and reinforcement steel bars as a structural member in construction. Busitema University. Unpublished dissertationen_US
dc.identifier.urihttp://hdl.handle.net/20.500.12283/3783
dc.language.isoenen_US
dc.publisherBusitema Universityen_US
dc.subjectComparative analysisen_US
dc.subjectTensile strengthen_US
dc.subjectBambooen_US
dc.subjectSteel barsen_US
dc.titleComparative analysis of the tensile strength of bamboo and reinforcement steel bars as a structural member in constructionen_US
dc.typeOtheren_US

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