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• Girder 6.0.0 Build 78 Final Crack Full

Full text of 'SCHOOL OFCIVIL ENGINEERINGJOINT HlGHWAYRESEARCH PROJECTJHRP-78-2REINFORCED CONCRETEGIRDER Link STUDYMichael S i9000. BlackSoPURDUEINDIANA STATEUNIVERSITYHIGHWAY COMMISSIONFinal ReportREINFORCED CONCRETE GIRDER BRIDGE STUDYTO: M. McLaughlin, DirectorJoint Freeway Research ProjectFROM: H. Michael, Partner DirectorJoint Highway Study ProjectFebruary 28, 1978Project: G-36-56UFile: 7-4-21The connected Final Report entitled 'Reinforced Concrete Girder Connection Study'is submitted on the JHRP research study entitled 'Behavior of Multiple-SpanReinforced Concrete Bridges'. The study was performed and the reportwritten by Mister. Black, Graduate Helper in Analysis on our staff,under the path of Instructors M.

Girder 6.0.0 Build 78 Final Crack Full

Gutzwiller and R. Lee.The study reported thus began with a demand from the lSHC toinvestigate the causes and feasible countermeasures which théy should employto minimize the structural stress which has been taking place in approximately 60multiple period reinforced concrete bridges. The study has long been successfulin acquiring trigger of the distress and the statement provides recommendations forminimizing the issues which could turn out to be critical and costly.The Survey is forwarded for approval as satisfaction of the objectivesof the analysis.Respectfully submitted,Harold D. MichaelAssociate DirectorHLM:mscc: A. YoderDigitized by the Web Archivein 2011 with financing fromLYRASIS people and Sloan Base; Indiana Division of TransportationReportREINFORCED CONCRETE GIRDER Link STUDYbyMichael Beds. BlackGraduate Associate in ResearchJoint Road Research ProjectProject Zero.: D-36-56UFile No.: 7-4-21Prepared as Part of an InvestigationConducted byJoint Freeway Analysis ProjectEngineering Experiment StationPurdue Universityin cooperation with theIndiana State Freeway CommissionPurdue UniversityWest Lafayétte, IndianaFebruary 28, 197811ACKNOWLEDGEMENTSThe author wishes to express his understanding to ProfessorsM.

• 2.2.2.2 Design Options with Post-Tensioning and Splicing Post-tensioning and splicing appear to have the greatest potential for extending span ranges of precast prestressed con- crete girder bridges. The benefits of using post-tensioning and splicing have been demonstrated many times, as indicated by the data that have been collected on.
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Gutzwiller, L. Sutton for théir assistancethroughout the program of this task.The financial assistance given by the Articulation Freeway ResearchProject can be gratefully credited.Special thanks a lot are prolonged to Messrs. Abbott and J. D.Mattis of the Indianapolis State Highway Commission Link Department andP.