Anchorage of tension reinforcement
Anchorage of tension reinforcement
(OP)
I have a square slab of 5m a side supported on the four sides on beams, the slab has a large circular opening at the centre of 4m to support a light dome. can the anchorage of the Tension bars (top bars)be assured by bending the tension bars in the form of L shape and planting them down along the depth of the supporting beams.






RE: Anchorage of tension reinforcement
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Anchorage of tension reinforcement