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Effect of rectangular web opening for slender beams with variable web depth underflexural load / Mai Mohamed Abdelhamed Sheta ; Supervised Fouad Fayez Aly , Mohamed Massoud Elsaadawy

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mai Mohamed Abdelhamed Sheta , 2019Description: 201 P. : charts , facsimiles ; 30cmOther title:
  • تأثير الفتحات المستطيله الموجوده فى اعصاب الكمرات المعدنيه ذات ارتفاعات الاعصاب المتغيره على قدره تحمل عزوم الانحناء [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: 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
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Ma.E (Browse shelf(Opens below)) Not for loan 01010110078475000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2019.Ma.E (Browse shelf(Opens below)) 78475.CD Not for loan 01020110078475000

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

Issued also as CD

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