The Kansas Department of Transportation, which currently uses a series of standard prestressed concrete beam sections referred to as K-girders for prestressed beam bridge projects, is considering a switch to use of NU I-girder sections. The NU I-Girder sections are attractive for their efficiency, but Kansas engineers are not accustomed to their use. The aim of this analytical study was to develop an Excel-based tool that can be used to produce charts that engineers can use for preliminary selection of NU I-girder section sizes and strand numbers. The calculations described herein are in compliance with KDOT Bridge Design Specifications
Capability and reliability for a bridge is really effected by a type and a power of beam girder. Sei...
2018PDFTech ReportSPR-1669Contract 2016-0080 Z1Prestressed concrete bridgesSteel bridgesLow volume r...
2010Also attached to this record is the shorter report of the same title, submitted to the Nebraska ...
The Kansas Department of Transportation, which currently uses a series of standard prestressed concr...
2018Final ReportSponsoring Agency Code RE-0683-01PDFTech ReportKS-18-04C2064, RE-0683-01GirdersBridg...
2010Final Report115 page pdfPDFTech ReportProject Number: P322Bridge designBridge superstructuresGir...
The main objective of this study was evaluate feasible alternatives to the current AASHTO bridge gir...
Design of highway bridges passes through the following two phases: (1) Preliminary design where the ...
01044282796417732006Final reportPDFResearch PaperK-TRAN:KSU-00-1C1161Bridge engineeringBridge supers...
The NU I-Girder series uses a unique cross-section and high-strength concrete to achieve longer span...
This report presents the development of tub girders for prestressed concrete bridges complying with ...
This thesis covers the development and testing of new precast concrete bridge systems. It describes ...
Demand continues to increase for bridges with long spans and shallow depths. Due to safety concerns,...
A study on the analysis and design of prestressed concrete standard bridge beams sections and calcul...
741360480Technical summary.PDFTech Reporthttp://ntl.bts.gov/lib/40000/40000/40056/KSU082_Summary.doc...
Capability and reliability for a bridge is really effected by a type and a power of beam girder. Sei...
2018PDFTech ReportSPR-1669Contract 2016-0080 Z1Prestressed concrete bridgesSteel bridgesLow volume r...
2010Also attached to this record is the shorter report of the same title, submitted to the Nebraska ...
The Kansas Department of Transportation, which currently uses a series of standard prestressed concr...
2018Final ReportSponsoring Agency Code RE-0683-01PDFTech ReportKS-18-04C2064, RE-0683-01GirdersBridg...
2010Final Report115 page pdfPDFTech ReportProject Number: P322Bridge designBridge superstructuresGir...
The main objective of this study was evaluate feasible alternatives to the current AASHTO bridge gir...
Design of highway bridges passes through the following two phases: (1) Preliminary design where the ...
01044282796417732006Final reportPDFResearch PaperK-TRAN:KSU-00-1C1161Bridge engineeringBridge supers...
The NU I-Girder series uses a unique cross-section and high-strength concrete to achieve longer span...
This report presents the development of tub girders for prestressed concrete bridges complying with ...
This thesis covers the development and testing of new precast concrete bridge systems. It describes ...
Demand continues to increase for bridges with long spans and shallow depths. Due to safety concerns,...
A study on the analysis and design of prestressed concrete standard bridge beams sections and calcul...
741360480Technical summary.PDFTech Reporthttp://ntl.bts.gov/lib/40000/40000/40056/KSU082_Summary.doc...
Capability and reliability for a bridge is really effected by a type and a power of beam girder. Sei...
2018PDFTech ReportSPR-1669Contract 2016-0080 Z1Prestressed concrete bridgesSteel bridgesLow volume r...
2010Also attached to this record is the shorter report of the same title, submitted to the Nebraska ...