| 000 | 01674cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030924.0 | ||
| 008 | 140108s2013 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2013.Ah.S | ||
| 100 | 0 | _aAhmed Sherif Abdelraouf Elbannani | |
| 245 | 1 | 0 |
_aShear behavior of reinforced concrete wide beams / _cAhmed Sherif Abdelraouf Elbannani ; Supervised Mashhour Ghoneim Ahmed , Tarek Mohamed Bahaa |
| 246 | 1 | 5 | _aسلوك القص للكمرات الخرسانية المسلحة العريضة |
| 260 |
_aCairo : _bAhmed Sherif Abdelraouf Elbannani , _c2013 |
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| 300 |
_a118 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering- Department of Civil Engineering | ||
| 520 | _aWide beams are frequently used as transfer elements where the total structural depth must be kept to a minimum. The objective of this research was to study the influence of member width,longitudinal and transverse spacing of stirrups, volumetric ratio of stirrups, and shear-span-to depth ratio on the shear behavior of reinforced concrete wide beams, and to check the adequacy of current codes procedures for designing reinforcement concrete wide beams | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBeams | |
| 653 | 4 | _aReinforced concrete | |
| 653 | 4 | _aShear | |
| 700 | 0 |
_aMashhour Ghoneim Ahmed , _eSupervisor |
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| 700 | 0 |
_aTarek Mohamed Bahaa , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aAml _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c44770 _d44770 |
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