Location of construction joints on flat slab!
Location of construction joints on flat slab!
(OP)
What is the ideal location of construction joints on a flat slab? Does ACI have any reference on this? In my case, the contractor wants to locate the construction joints at the mid-spans between the columns,; however, I am not comfortable with that because there might be a maximum positive moments depending on the span lengths. What is the industry practice?






RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
To me sounds seismicpe is talking about slab-on-grade. I can't imagine how elevated flat slab with construction joints in the center of the span can work, how do bending moment or shear go through these CJ in elevated flat slab? If I am wrong, please help me to understand.
Thanks.
RE: Location of construction joints on flat slab!
The center third of a span will generally have the highest moment and lowest shear. See ACI 6.4.4 for the "middle third" note and commentary
Moment is taken up by the compressive strength of the concrete and tensile strength of the steel. Remember that concrete is assumed to have zero tensile capacity.
What little shear is at this point is taken by friction at the joint and steel carried through it
RE: Location of construction joints on flat slab!
cancmm,
Thank you very much for your answer.
I am not quite a real world concrete guy, however, I think there is no need to discuss the concrete theory. We all know it very well. What I would like to know is how in real world can that Construction Joints achieve flexural ability (I can accept that shear ability can be achieved through shear friction reinforcement). Please see attached sketch, if the CJ is like what is shown in the sketch, I still can't understand how the flexural ability is achieved.
RE: Location of construction joints on flat slab!
The OP's contractor, JAE, and cancmm are correct. What you depicted is some sort of movement joint, but what is being discussed here is simply the location of construction joints. In a typical flat slab, these joints are just vertical breaks between pours. On a large job, you can't cast the whole slab at once.
RE: Location of construction joints on flat slab!
In a CJ, all the reinforcement that is typically in place without a joint is exactly the same when there is a joint. The joint is a keyed, or preferably a rough bulkhead.
The flexure is no problem. In concrete the tension is taken by the reinforcement and the compression block doesn't get affected by a joint perpendicular to the compressive stress.
This is done all the time - check out ACI's detailing manual and other concrete books as well.
RE: Location of construction joints on flat slab!
It could not be assumed from Doublest's question that "..concrete theory. We all know it very well".
RE: Location of construction joints on flat slab!
RE: Location of construction joints on flat slab!
OK, I am wrong.
I have always been believed that elevated slab has to be a monolithic slab. When I saw the phrase "construction joint", I was thinking it means an expansion joints. That was where the mistake came from.
Thanks guys.