Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/247
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dc.contributor.authorShah, Jay P.-
dc.date.accessioned2009-01-19T12:19:44Z-
dc.date.available2009-01-19T12:19:44Z-
dc.date.issued2004-01-01-
dc.identifier.urihttp://hdl.handle.net/123456789/247-
dc.description.abstractAnchor Blocks are the massive structure which supports the large diameter pipe. The massiveness of such blocks make them considerably costly and particularly in case of long penstocks where a number of such bends are needed, the total cost can form a substantial portion of the total penstock budget, so it is required to make optimized Anchor Block. This thesis is an attempt to understand how to optimize the shape and size of Anchor Block by fulfilling all the requirements required to stabilize it. Analysis and Design of anchor block was carried out for five different types of bend, namely, vertical (concave & convex), horizontal and combined bends (concave & convex) at different location along the length of penstock having different location with optimized shape. Also parametric study was undertaken to understand the influence of different parameters on the shape of Anchor Block. Software based on VB platform was also developed for user (any) to quickly analyze and design the anchor block. Software also, carry out structural reinforcement detailing for all types of anchor block. The results obtained from a developed software were validated for input data’s from L & T, chhani, Baroda.en
dc.language.isoen_USen
dc.publisherInstitute of Technologyen
dc.relation.ispartofseries02MCL019en
dc.subjectCivil 2002en
dc.subjectProject Report 2002en
dc.subjectCivil Project Reporten
dc.subjectProject Reporten
dc.subject02MCLen
dc.subject02MCL019en
dc.subjectCASAD-
dc.subjectCASAD 2002-
dc.titleOptimum Design Of Anchor Block Suppoting Penstocken
dc.typeDissertationen
Appears in Collections:Dissertation, CL (CASAD)

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