Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by inhyoks

  1. inhyoks

    Rebars protruding the construction joint.

    BA, Thank you for your response. The rebars are cut long to exceed the minimum development length. The shear friction load between the construction joint is taken by the dowels, but when the dowels yield, wouldn't the tips create a concentrating load to have potential concrete failures to the...
  2. inhyoks

    Rebars protruding the construction joint.

    BAretired and TXStructural, thank you for your reply. BAretired, could you give me some details why you think this is unacceptable?
  3. inhyoks

    Rebars protruding the construction joint.

    Hello all, I need your advise. I have a situation that rebars for the mat are protruding the construction joint (at the base of the wall). There are wall dowels being fully developed per ACI, but the bar hooks from the mat is protruding through the construction joint by average 2". What do...
See more

Part and Inventory Search

Back
Top