Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/4340
Title: ANALYSIS OF CIRCULAR SLABS UNDER LINEARLY VARYING PRESSURES
Authors: Pathak, Anand Swarup
Keywords: CIVIL ENGINEERING;CIRCULAR SLABS;LINEARLY VARYING PRESSURES;MEDIUM THICK PLATES
Issue Date: 1966
Abstract: Circular plates with or without a concentric hole , subjected to linearly varying loads are analysed using small deflection theory of medium thick plates. Solutions for internal forces have been obtained in polar coordinates. The plates with simply supported or free edges have been analysed subjected to the following loadings respectivelyli (a) distributed loading having zero intensity at the pentre,and maximum at the edge (b) knife—edge loading along a concentric circle with zero value on one diameter and varying linearly with perpendicular distance from this diameter, (c) radial couples lying on a concentric circle, with magnitude linearly varying with the perpendicular distance from a diameter with zero value at that diameter. • Critical values of moments and shears are tabulAtipd for direct use for designing such slabs.
URI: http://hdl.handle.net/123456789/4340
Other Identifiers: M.Tech
Research Supervisor/ Guide: Arya, A. S.
metadata.dc.type: M.Tech Dessertation
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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