Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/28844
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dc.contributor.authorMbakwe, C-
dc.contributor.authorAguwa, James-
dc.contributor.authorOritola, Sikiru-
dc.date.accessioned2024-05-27T18:33:59Z-
dc.date.available2024-05-27T18:33:59Z-
dc.date.issued2019-09-24-
dc.identifier.citationC. C. Mbakwe, J. J. Aguwa, & S. F. Oritola (2019). Characterization of South Eastern Nigerian Grown Magnifera Indica Timber in accordance with British Standard 5268. 3rd International Engineering Conference (IEC 2019), Federal University of Technology, Minna, Nigeria, pp. 114-120.en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/28844-
dc.descriptionConference paperen_US
dc.description.abstractABSTRACT The paper is aimed at characterization and grading of South Eastern Nigeria grown mangifera indica in accordance with British Standard 5268 (2002). The specimens used in the experiment were obtained from Oluluofo in Alor Anambra State, South Eastern Nigeria. The samples were carefully selected, personally sliced into 600mm length and 300mm width for easy transportation in its green state. Samples were seasoned naturally for six months and prepared in accordance with British Standard 373(1957). The following laboratory test were carried out: bending parallel to the grain, tension parallel to the grain, tension perpendicular to the grain, compression parallel to the grain, compression perpendicular to the grain, shear parallel to the grain, moisture content and density. In accordance with British Standard 5268 the moisture content of 12% values were determined by adjusting the laboratory experiment of physical and mechanical properties of the timber specie. The analyses of the result were done statistically and computation of basic and grade stresses were done using experimental failure stresses. The result obtained from grade bending stress,density and mean modulus of elasticity shows that, mangifera indica can be graded and assigned to strength class C24 (softwood) . It can be used for cladding, decking, flooring, panelling, furniture and cabinets but cannot be used for load bearing structures.en_US
dc.description.sponsorshipJointly fundeden_US
dc.language.isoenen_US
dc.publisherEngineering Conference (IEC 2019), Federal University of Technology, Minna, Nigeriaen_US
dc.relation.ispartofseries3;114-120-
dc.subjectCharacterizationen_US
dc.subjectNigeria grown timberen_US
dc.subjectGradingen_US
dc.subjectSoft wooden_US
dc.subjectThree point bendingen_US
dc.titleCharacterization of South Eastern Nigerian Grown Magnifera Indica Timber in accordance with British Standard 5268en_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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