Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/3231
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dc.contributor.authorGohil, A. M.-
dc.date.accessioned2012-05-16T07:35:33Z-
dc.date.available2012-05-16T07:35:33Z-
dc.date.issued2009-11-25-
dc.identifier.citationNational Conference on Current Trends in Technology, NUCONE-2009, Institute of Technology, Nirma University, Ahmedabad, November 25-27, 2009en_US
dc.identifier.urihttp://10.1.7.181:1900/jspui/123456789/3231-
dc.description.abstractBridge Girder which carries various dead loads and live load is heavily stressed part of Crane structure. Along with the strength it should provide sufficient rigidity to maintain the proper and safe movement of the load. Failure to sustain the load while in operation could lead to loss of material and in worst case persons working nearby the crane. It is also the need of the Industry to reduce the weight of the structure thereby reducing the cost of fabrication and also the running cost of the crane. In this paper weight optimization of the crane girder is carried out using a custom made C program based on the Davidon-Fletcher-Powell (DFP) method and the solution is verified using ANSYS software. The C program and finite element results also meet the stringent requirements stipulated by Indian Standard IS: 807.en_US
dc.publisherInstitute of Technology, Nirma University, Ahmedabaden_US
dc.relation.ispartofseriesITFME019-3en_US
dc.subjectBridge Girderen_US
dc.subjectDesign Variablesen_US
dc.subjectObjective Functionen_US
dc.subjectConstraintsen_US
dc.subjectMechanical Faculty Paperen_US
dc.subjectFaculty Paperen_US
dc.subjectITFME019en_US
dc.subjectNUCONEen_US
dc.subjectNUCONE-2009en_US
dc.titleOptimum Design of Bridge Girder of an EOT Crane Structureen_US
dc.typeFaculty Papersen_US
Appears in Collections:Faculty Paper, ME

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