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Found 2 results

  1. Ahsan Kazmi
    Hi All, I have a question regarding the concreting joint on site. The problem is strength of column is 5000 psi and strength of beam is 4500 psi. during execution joints are concreted with beams so practically i don't understand how to resolve this issue. please guide. Regards, Ahsan Ali
  2. MMohsinlive
    Assalam Alikum I am pursuing my fyp on Performance of RC Beam Column joint with effects of steel strips as confinement. My advisor is a post-doc and is not feeding me the basics of it. I will be performing a Quasi-static test and an Ansys model ! Need some advices on online sources or any good books that I can use for development of concepts as it quite a task for me being a Ugrad.. Thanks alot
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