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

Jimoh, A.A.2019-09-062019-09-0620070794-0378http://hdl.handle.net/123456789/2387encontinuous column design formulaultimate strength for axially loaded Iroko(Milicia excelsa)Timber columnA continuous column design formula at ultimate strength for axially loaded Iroko(Milicia excelsa) Timber columnArticle