| 000 | 01530cam a2200313 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 008 | 101125s2010 ua d f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2010.Am.R | ||
| 100 | 0 | _aAmir Essam Aldin Aly Fadel | |
| 245 | 1 | 0 |
_aReliability of prestressed concrete beams / _cAmir Essam Aldin Aly Fadel ; Supervised Metwally Abdelaziz Ahmed , Mohamed Mohsen Elattar |
| 246 | 1 | 5 | _aالتحليل الاعتمادي للكمرات السابقة الإجهاد |
| 260 |
_aCairo : _bAmir Essam Aldin Aly Fadel , _c2010 |
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| 300 |
_a88 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe focus of this research is to measure the reliability of reinforced prestressed concrete beam based on the Egyptian code. The analysis is limited to only the initial and the final stages for the orestressed beam. An excel spread sheet was prepared for designing the prestressed force and then evaluating the reliability of prestressed beam for different variations of the effecting paraneters | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aPrestressed beams | |
| 653 | 4 | _aPrestressed concrete beams | |
| 653 | 4 | _aReliability | |
| 700 | 0 |
_aMetwally Abdelaziz Ahmed , _eSupervisor |
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| 700 | 0 |
_aMohamed Mohsen Elattar , _eSupervisor |
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| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c32131 _d32131 |
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