The RC slab will be exposed to the weather (parking lot + foundations for containers).
Slab will be 250 mm thick. Since it is prety large there I suspect there should be some dilatations,
so there will be some cracks control?
This is what I have in mind:
What do you think?
Slab will be 250 mm thick. Since it is prety large there I suspect there should be some dilatations,
so there will be some cracks control?
This is what I have in mind:
![RC_SLAB_chmyhu.png](https://res.cloudinary.com/engineering-com/image/upload/v1655278674/tips/RC_SLAB_chmyhu.png)
![RC_SLAB_2_yntyio.png](https://res.cloudinary.com/engineering-com/image/upload/v1655278684/tips/RC_SLAB_2_yntyio.png)
![RC_SLAB_3_g8n2sj.png](https://res.cloudinary.com/engineering-com/image/upload/v1655278696/tips/RC_SLAB_3_g8n2sj.png)
What do you think?