← AStrutTie blog archive (2016–2017)

Effective Strengths of Strut, Tie, Nodal Zone

2016-03-21

Archive — originally published on the AStrutTie blog (2016–2017), restored as written. For current theory, code guides and worked examples see Learn.


 

Reference

  1. American Concrete Institute (2014) Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary(ACI 318RM-14), Farmington Hills, Michigan, USA.
  2. American Association of State Highway and Transportation Officials (2014) AASHTO LRFD Bridge Design Specifications, 6th Edition, Washington D.C., USA.
  3. Comite Euro-International du Beton (2010) CEP-FIP Model Code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.
  4. European Committee for Standardization (2004) Eurocode 2: Design of Concrete Structures, Brussels, Belgium.
  5. Building and Civil Engineering Standards Committee (2008) Plain, Reinforced and Prestressed Concrete Structures – Part 1: Design and Construction (DIN 1045-1), Deutsches Institut Fur Normung E.V., Berlin, Germany.

Email : support@aroaduser.com

2 figure(s) from the original post could not be recovered (the original server was retired and the Wayback Machine did not archive them). Text is as originally published.

Original URL: http://astruttie.aroad.co.kr/index.php/2016/03/21/effective-strengths-of-strut-tie-nodal-zone/