Please use this identifier to cite or link to this item:
http://hdl.handle.net/11375/30070Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Robinson, H. | - |
| dc.contributor.author | UPPAL, ABDUL SHAKOOR | - |
| dc.date.accessioned | 2024-08-22T18:13:49Z | - |
| dc.date.available | 2024-08-22T18:13:49Z | - |
| dc.date.issued | 1969-01 | - |
| dc.identifier.uri | http://hdl.handle.net/11375/30070 | - |
| dc.description.abstract | This thesis involves the treatment of the reinforced concrete beam as a composite beam with incomplete interaction. Influence of the loss of interaction and other parameters on the flexural cracking, and the moment capacity of the remaining uncracked portion of the reinforced concrete beam is studied analytically. | en_US |
| dc.language.iso | en | en_US |
| dc.subject | Engineering | en_US |
| dc.title | Composite Action in the Reinforced Concrete Beam | en_US |
| dc.type | Thesis | en_US |
| dc.contributor.department | Civil Engineering | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.description.degree | Master of Engineering (ME) | en_US |
| Appears in Collections: | Digitized Open Access Dissertations and Theses | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Uppal_Abdul_S_1969Jan_masters.pdf | 13.71 MB | Adobe PDF | View/Open |
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