slickdeals
Structural
Folks,
I am looking at the design of a slab that is flat over half the bay width and starts sloping down at a 25 degree angle. The flat slab is supported on a square grid of 8.5m x 8.5m.
Has anyone dealt with such a situation in the past and if so, what are the things to watch out for?
The slab will be post-tensioned in one direction (perpendicular to the direction of the kink). In the other direction, I was planning to design as a mild-reinforced slab.
At the kink, I was planning on extending the bottom bars from each side to the top (similar to stair landing/run detail) with proper extension beyond the kink.
Thoughts/suggestions for detailing are appreciated.
I am looking at the design of a slab that is flat over half the bay width and starts sloping down at a 25 degree angle. The flat slab is supported on a square grid of 8.5m x 8.5m.
Has anyone dealt with such a situation in the past and if so, what are the things to watch out for?
The slab will be post-tensioned in one direction (perpendicular to the direction of the kink). In the other direction, I was planning to design as a mild-reinforced slab.
At the kink, I was planning on extending the bottom bars from each side to the top (similar to stair landing/run detail) with proper extension beyond the kink.
Thoughts/suggestions for detailing are appreciated.