HelpDesk MIDAS Customer Online Support
sign in
Knowledge base Ideas forum

  • Download Installation and Patch Files
  • Announcements
  • Tutorials and Technical Documents
  • India
  • FAQ for midas Civil
  • Q&A forum for midas Civil
  • FAQ for midas Gen
  • Q&A forum for midas Gen
  • FAQ for midas Design+
  • Q&A forum for midas Design+
  • Q&A forum for midas nGen
  • FAQ for midas GTS NX
  • Q&A forum for midas GTS NX
  • Q&A forum for midas SoilWorks
  • Q&A forum for midas FEA NX
  • Q&A forum for midas FEA
  • FAQ for NFX/Meshfree
  • License \ Web License Connection Error
  • America latina
  • Other Queries
  • PKID & PID Error
  • Licensing Issue
  • User ID and PW Error
  • Partners
  • Italy
  • Product
  • GTS NX

Why Long Term creep effect considered in longitudinal reinforcement ?  

Creation date: 7/18/2021 9:57 PM    Updated: 5/17/2023 8:10 AM   aashto negative moment steel composite steel composite bridge steel composite i girder
Print...

 The longitudinal reinforcement area is divided by 3.

If we follow the FHWA Examples for Steel Bridge Design Handbook, it is mentioned in there that


(Reference: Design Example 3: 3-Span Continuous Horizontally Curved Composite Steel-I-Girder Bridge Page 45-48)



DataImage17.png
DataImage47.png
DataImage91.png
DataImage26.png

On this page

    Get help for this page Powered by Jitbit HelpDesk