Bending behavior of composite ferro-cement slabs in cold formed steel floors / Adham Elsayed Zakaria Tonsy Mohamed ; Supervised Metwally Abuhamd , Sameh Youssef Mahfouz

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Adham Elsayed Zakaria Tonsy Mohamed

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Material type: Text

TextLanguage: English Publication details: Cairo : Adham Elsayed Zakaria Tonsy Mohamed , 2018Description: 66 P. : charts , facsimiles ; 30cmOther title:

السلوك الانحنائى للبلاطات المركبة من الفيروسيمنت مع كمرات من الحديد المشكل على البارد [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: This study investigates the structural bending behavior of continuously supported composite Ferro-cement slabs, in which a Ferro-cement slab is connected together with cold-formed steel (CFS) beam where shear forces are transmitted between the beam and slab through shear connectors or studs. This research is based on Experimental works involved full-scale testing of laboratory tests consisted of a total of nine full-scale continuously supported composite Ferro-cement slabs with different parameters and tested to fracture. The main variables considered in the study are thickness of the Ferro-cement slab and different spacing between bolts

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ad.B (Browse shelf(Opens below))		Not for loan	01010110078317000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2018.Ad.B (Browse shelf(Opens below))	78317.CD	Not for loan	01020110078317000

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

This study investigates the structural bending behavior of continuously supported composite Ferro-cement slabs, in which a Ferro-cement slab is connected together with cold-formed steel (CFS) beam where shear forces are transmitted between the beam and slab through shear connectors or studs. This research is based on Experimental works involved full-scale testing of laboratory tests consisted of a total of nine full-scale continuously supported composite Ferro-cement slabs with different parameters and tested to fracture. The main variables considered in the study are thickness of the Ferro-cement slab and different spacing between bolts

Issued also as CD

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