Hi,
I was reading thru this thread and I find it quite interesting..
The thing is, I am currently working on detailing rebars on beams, and I read that it is not allowed to do lap splice at a region twice the height of the beam from the face of the column.
So, I'm quite confused why this...
Hi!
This is my first time posting a thread here but I've been reading a lot of threads and responses which are really useful.
There's just a personal question bugging me right now..
According to what I read from the code, no splices shall be allowed at 2 times the deapth of beams designed...