A continuous column design formula at ultimate strength for axially loaded Iroko(Milicia excelsa) Timber column

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NJPAS.docx (3.16 MB)

Date

2007

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Publisher

Faculty of Science University of Ilorin

Abstract

Description

Keywords

continuous column design formula, ultimate strength for axially loaded Iroko(Milicia excelsa), Timber column

Citation

URI

http://hdl.handle.net/123456789/2387

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