| dc.contributor.author | Lau, Teck Leong, Ir. Dr. | |
| dc.contributor.author | L A Clark OBE, Prof. | |
| dc.date.accessioned | 2012-03-28T04:26:45Z | |
| dc.date.available | 2012-03-28T04:26:45Z | |
| dc.date.issued | 2011-09 | |
| dc.identifier.citation | The Journal of the Institution of Engineers, Malaysia, vol. 72(3), 2011, pages 12-18 | en_US |
| dc.identifier.issn | 0126-513X | |
| dc.identifier.uri | http://www.myiem.org.my/content/iem_journal_2011-306.aspx | |
| dc.identifier.uri | http://dspace.unimap.edu.my/123456789/18569 | |
| dc.description | Link to publisher's homepage at http://www.myiem.org.my/ | en_US |
| dc.description.abstract | A method for the shear design of wide beam ribbed slabs is proposed. The method modifies the current UK code design
method for solid slabs by applying a shear area factor which reduces the area of the code critical shear perimeter to take
account of the loss of shear area from that of a solid slab. The proposed method gives good agreement with test data for
internal column situations, and underestimates the strength at edge columns. The conservativeness in relation to edge
columns arises because of an empirical assumption made in the basic code method for solid slabs and is not due to the
modification that it is proposed for wide beam ribbed slabs. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | The Institution of Engineers, Malaysia (IEM) | en_US |
| dc.subject | Punching shear | en_US |
| dc.subject | Ribbed slab | en_US |
| dc.subject | Shear transfer mechanism | en_US |
| dc.title | Shear design of wide beam ribbeds slabs | en_US |
| dc.type | Article | en_US |
| dc.contributor.url | leckleong.Lau@nottingham.edu.my | en_US |
