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

Files

NJPAS.docx (3.16 MB)

Date

Authors

Publisher

Faculty of Science University of Ilorin

Keywords

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

URI

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