CardsFan1
Structural
- Mar 6, 2018
- 49
I have seen details for control joints in flat slabs that have greased dowels or diamond dowels. I have seen notes to cut every other strand of WWF, cut every other bar, or stop the re-bars 2" short of the joint.
I have also heard other engineers stating that that is not required and that you just saw cut 1/4 T of the slab and leave it.
[pre][/pre]
What are other engineers doing?
I have also heard other engineers stating that that is not required and that you just saw cut 1/4 T of the slab and leave it.
[pre][/pre]
What are other engineers doing?