Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/8256
Title: ULTIMATE STRENGTH OF R.C. FLAT SLABS
Authors: Goswami, Mahendra Mohan
Keywords: CIVIL ENGINEERING;ULTIMATE STRENGTH;R.C. FLAT SLABS;FLAT SLAB
Issue Date: 1973
Abstract: As a flat slab does not have beams and is directly supported over columns, its behaviour under load is altogether different than that of ordinary slab, in beam and slab arrangements. Therefore special attention has been given to study its behaviour and design methods, based on elastic as well as plastic analysis, have been recommended by various codes of practices and authors* In this dissertation an attempt has been made to investigate the feasibility of various design methods and to°find out critical collapse condition and corresponding collapse load. The investigation is carried out through the case study of a square intermediate panel subjected to uniformly distributed load. An exact analysis is dorms using finite difference technique to obtain elastic deflection and moment pattern of the panel. Design methods based on elastic analysis and also those prescribed by I.S. Code 456- 1964 and A.C.I. Code 318 -71 are briefly incorporated.
URI: http://hdl.handle.net/123456789/8256
Other Identifiers: M.Tech
Research Supervisor/ Guide: Jain, S. C.
Jain, O. P.
metadata.dc.type: M.Tech Dessertation
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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