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http://hdl.handle.net/11375/17702Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | Robinson, H. | - |
| dc.contributor.author | El-Ghazzi, Mohammed Nael | - |
| dc.date.accessioned | 2015-07-09T18:42:52Z | - |
| dc.date.available | 2015-07-09T18:42:52Z | - |
| dc.date.issued | 1972-11 | - |
| dc.identifier.uri | http://hdl.handle.net/11375/17702 | - |
| dc.description.abstract | No abstract is provided. | en_US |
| dc.language.iso | en | en_US |
| dc.subject | steel-concrete composite beam | en_US |
| dc.subject | longitudinal shear capacity | en_US |
| dc.subject | analysis of stresses | en_US |
| dc.subject | slab width | en_US |
| dc.subject | shear span | en_US |
| dc.title | Longitudinal Shear Capacity of the Slabs of Composite Beams | 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 (MEngr) | en_US |
| dc.description.layabstract | Scope and contents: In this report, a method for calculating the longitudinal shear capacity of the slab of simply-supported steel-concrete composite beams is presented. The method is based on analysing the stresses at failure of the concrete elements located at the slab shear surface. In this analysis, the slab width and the shear span are found to be two main parameters that have been neglected in the empirical solutions previously adopted. | en_US |
| Appears in Collections: | Open Access Dissertations and Theses | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| El-Ghazzi_Mohammed_Nael_1972Nov_Masters.pdf | Thesis | 4.1 MB | Adobe PDF | View/Open |
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