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

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dc.contributor.author Chelangat, Caleb
dc.date.accessioned 2023-07-26T13:50:05Z
dc.date.available 2023-07-26T13:50:05Z
dc.date.issued 2023
dc.identifier.citation Chelangat, C. (2023). Comparative analysis of the tensile strength of bamboo and reinforcement steel bars as a structural member in construction. Busitema University. Unpublished dissertation en_US
dc.identifier.uri http://hdl.handle.net/20.500.12283/3783
dc.description Dissertation en_US
dc.description.abstract The 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.sponsorship Mr. Joseph. A. Owalu, Busitema University en_US
dc.language.iso en en_US
dc.publisher Busitema University en_US
dc.subject Comparative analysis en_US
dc.subject Tensile strength en_US
dc.subject Bamboo en_US
dc.subject Steel bars en_US
dc.title Comparative analysis of the tensile strength of bamboo and reinforcement steel bars as a structural member in construction en_US
dc.type Other en_US


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