opa123
Structural
- Oct 6, 2006
- 22
i have a slab on grade 150 mm Thickness not heavly loaded(just ground slab for residuntal building) i am now detailing contraction joint, i checked ACI and found i can use Saw cut joint,keyed joint or doweled joint, but i have a question.
can i extend the mesh reinforcement normaly at location of contraction joint when i am using saw cut or keyed joint?
or should i disconnect it?
can i extend the mesh reinforcement normaly at location of contraction joint when i am using saw cut or keyed joint?
or should i disconnect it?