Flexural load capacity for tapered and straight beams with restrained compression fFlange and slender Web / Mohammed Sayed Abdelaty Elsayed ; Supervised Fouad Fayez Aly , Mohamed Massoud Elsadaawy

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Mohammed Sayed Abdelaty Elsayed

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TextLanguage: English Publication details: Cairo : Mohammed Sayed Abdelaty Elsayed , 2015Description: 96 P. : charts ; 30cmOther title:

حمل الإنحناء الأقصى للكمرات المعدنيه ذات القطاعات الثابته أو المسلوبه [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 an analytical investigation of the flexural load capacity for tapered and straight beams with restrained compression flange and slender web. A Total of 96 non-linear finite element models have been established to study the ultimate strength as well as the vertical and horizontal deformations for the tapered and straight beams with restrained compression flange and slender web. Several parameters are studied; namely, beam shape, web slenderness ratio, beam length, and effect of stiffeners

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Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2015.Mo.F (Browse shelf(Opens below))		Not for loan		01010110066599000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2015.Mo.F (Browse shelf(Opens below))	66599.CD	Not for loan		01020110066599000

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Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The thesis presents an analytical investigation of the flexural load capacity for tapered and straight beams with restrained compression flange and slender web. A Total of 96 non-linear finite element models have been established to study the ultimate strength as well as the vertical and horizontal deformations for the tapered and straight beams with restrained compression flange and slender web. Several parameters are studied; namely, beam shape, web slenderness ratio, beam length, and effect of stiffeners

Issued also as CD

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