A continuous column design formula at ultimate strength for axially loaded Iroko(Milicia excelsa) Timber column
| dc.contributor.author | Jimoh, A.A. | |
| dc.date.accessioned | 2019-09-06T09:22:02Z | |
| dc.date.available | 2019-09-06T09:22:02Z | |
| dc.date.issued | 2007 | |
| dc.identifier.issn | 0794-0378 | |
| dc.identifier.uri | http://hdl.handle.net/123456789/2387 | |
| dc.language.iso | en | en_US |
| dc.publisher | Faculty of Science University of Ilorin | en_US |
| dc.relation.ispartofseries | vol. 22; | |
| dc.subject | continuous column design formula | en_US |
| dc.subject | ultimate strength for axially loaded Iroko(Milicia excelsa) | en_US |
| dc.subject | Timber column | en_US |
| dc.title | A continuous column design formula at ultimate strength for axially loaded Iroko(Milicia excelsa) Timber column | en_US |
| dc.type | Article | en_US |
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