Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/13361Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Robinson, H. | en_US |
| dc.contributor.author | Baig, Ahmad Anis | en_US |
| dc.date.accessioned | 2014-06-18T17:03:44Z | - |
| dc.date.available | 2014-06-18T17:03:44Z | - |
| dc.date.created | 2013-09-24 | en_US |
| dc.date.issued | 1969-12 | en_US |
| dc.identifier.other | opendissertations/8183 | en_US |
| dc.identifier.other | 9397 | en_US |
| dc.identifier.other | 4619114 | en_US |
| dc.identifier.uri | http://hdl.handle.net/11375/13361 | - |
| dc.description | <p>This thesis involves the consideration of the reinforced concrete beam as a composite beam with incomplete interaction. The flexual carrying capacity of the remaining uncracked portion, and the distribution of shear stress throughout the depth of a cracked beam are studied analytically.</p> | en_US |
| dc.description.abstract | en_US | |
| dc.subject | Civil Engineering | en_US |
| dc.subject | Civil Engineering | en_US |
| dc.title | Loss of Interaction in Reinforced Concrete Beams | en_US |
| dc.type | thesis | en_US |
| dc.contributor.department | Civil Engineering | en_US |
| dc.description.degree | Master of Engineering (ME) | en_US |
| Appears in Collections: | Open Access Dissertations and Theses | |
Files in This Item:
| File | Size | Format | |
|---|---|---|---|
| fulltext.pdf | 3.85 MB | Adobe PDF | View/Open |
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