Effect of rectangular web opening for slender beams with variable web depth underflexural load /
تأثير الفتحات المستطيله الموجوده فى اعصاب الكمرات المعدنيه ذات ارتفاعات الاعصاب المتغيره على قدره تحمل عزوم الانحناء
Mai Mohamed Abdelhamed Sheta ; Supervised Fouad Fayez Aly , Mohamed Massoud Elsaadawy
- Cairo : Mai Mohamed Abdelhamed Sheta , 2019
- 201 P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
The thesis Presents analytical investigation for the flexuralcapacity of tapered and straight beams with and without web opening and slenderweb. Non-linear finite element model have been established taking into consideration several parameters;namely, beam shape,opening size, Distance from the edge of opening to the upper flange, web slendernessratioand beam lengthto study the flexural strength for the tapered and straight beams with and without web opening with restrained compression flange
Non-linear analysis Slender web Straight -tapered steel girder