YuleMsee
Structural
- Apr 8, 2018
- 68
I have been called to give an opinion as to why cracks are developing on the upper surface of a hollow Pot Slab and to give recommendations. The slab is formed by 230mm thick concrete pots, with a width of 380mm and 130mm wide ribs and a concrete topping 75mm thick to give a total slab depth of 305mm.
The assumption was the spans are simply supported so no top steel was provided in the ribs at the supporting beams. Only BRC mesh a142 is provided on the 75mm thick concrete topping.
6 years after construction cracks are opening up at the line of supporting beams.
From analysis the structure is okay, what advice should I give the client in terms of dealing with the cracks.
A drawing of the slab is attached
The assumption was the spans are simply supported so no top steel was provided in the ribs at the supporting beams. Only BRC mesh a142 is provided on the 75mm thick concrete topping.
6 years after construction cracks are opening up at the line of supporting beams.
From analysis the structure is okay, what advice should I give the client in terms of dealing with the cracks.
A drawing of the slab is attached