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Please use this identifier to cite or link to this item: http://gukir.inflibnet.ac.in:8080/jspui/handle/123456789/4597
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dc.contributor.authorHungund C.P.S
dc.contributor.authorMuttin R.
dc.date.accessioned2020-06-12T15:04:16Z-
dc.date.available2020-06-12T15:04:16Z-
dc.date.issued2010
dc.identifier.citationInternational Journal of Agricultural and Statistical Sciences , Vol. 6 , 1 , p. 19 - 29en_US
dc.identifier.urihttp://gukir.inflibnet.ac.in:8080/jspui/handle/123456789/4597-
dc.description.abstractThis paper describes the implementation of the traditional Critical Path Method (CPM) algorithm for finding the critical path for a building construction project for various activities and duration. We have estimated number of days to complete the project work and also shown which activities are critical to maintaining the schedule and which are not and studied the free float categorically.en_US
dc.subjectBackward pass
dc.subjectCritical path
dc.subjectEarliest finish time (EF)
dc.subjectEarliest start time (ES)
dc.subjectForward pass
dc.subjectLatest finish time (LF)
dc.subjectLatest start time (LS)
dc.titleGeneralized CPM implementation in a building construction projecten_US
dc.typeArticle
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