Bending moments in two-way solid slabs subjected to line loads / Mohamed Atef Mohamed Alkhalefa ; Supervised Mohamed Elsaied Eissa , Nabil Abdelbadie Yehia , Wahba Wahba Eltahan
Material type: TextLanguage: English Publication details: Cairo : Mohamed Atef Mohamed Alkhalefa , 2011Description: 340 P. : plans ; 30cmOther title:- العزوم الحالية فى البلاطات المصمتة ذات الاتجاهين المعرضة لأحمال خطية [Added title page title]
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Item type | Current library | Home library | Call number | Copy number | Status | Date due | Barcode | |
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Thesis | قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2011.Mo.B (Browse shelf(Opens below)) | Not for loan | 01010110057377000 | |||
CD - Rom | مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2011.Mo.B (Browse shelf(Opens below)) | 57377.CD | Not for loan | 01020110057377000 |
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Cai01.13.05.M.Sc.2011.Mo.A Analysis of hydraulic hazards of inundation of Delta lands due to Delta Barrages failure / | Cai01.13.05.M.Sc.2011.Mo.A Assessing the accuracy of upscaled groundwater flow and contaminant transport processes / | Cai01.13.05.M.Sc.2011.Mo.A Assessing the accuracy of upscaled groundwater flow and contaminant transport processes / | Cai01.13.05.M.Sc.2011.Mo.B Bending moments in two-way solid slabs subjected to line loads / | Cai01.13.05.M.Sc.2011.Mo.B Bending moments in two-way solid slabs subjected to line loads / | Cai01.13.05.M.Sc.2011.Mo.B Behavior of RC beams with opening subjected to uniform or point loads / | Cai01.13.05.M.Sc.2011.Mo.B Behavior of RC beams with opening subjected to uniform or point loads / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
The presence of line load affects the design moments in two-way solid slabs. This study in vestigates the additional moments in two-way solid slabe subjected to line load. A sample group of eleven slabs were used. A lot of parameters were taken into consideration in this thesis to fulfill all cases such as; specimen geometry, line load direction, line load position and boundary condition
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