Please use this identifier to cite or link to this item: https://idr.nitk.ac.in/jspui/handle/123456789/11305
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dc.contributor.authorVenkatakrishna, H.V.
dc.contributor.authorVenkatachala, C.
dc.date.accessioned2020-03-31T08:31:05Z-
dc.date.available2020-03-31T08:31:05Z-
dc.date.issued1986
dc.identifier.citationJournal of the Institution of Engineers (India): Civil Engineering Division, 1986, Vol.66, , pp.222-226en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/11305-
dc.description.abstractThis paper presents an experimental study of the ferrocement V-shaped folded plate units with ribs in the valley portion. The units with different plate angles and different percentages of steel consist of two layers of hexagonal wire meshes and mild steel bars. Deflections, strains and crack observations are made at various stages of loading. Predicted cracking loads, ultimate loads and deflections are compared with the experimental results. The suitability of the units for precast floor and roof purposes is discussed.en_US
dc.titleFERROCEMENT PRECAST RIBBED ROOF ELEMENTS: AN EXPERIMENTAL STUDY.en_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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