concreteworld
Civil/Environmental
- Jul 1, 2012
- 44
Hello.
Kindly give your advice on the below problem of cracks appearing in the bottom of slab,
Project: High rise building construction
Concrete Mix - C45 Flowing
Ambient temps - Min 25 to Max 45
Crack width range - 0.3 to 1.0 mm
Slab thickness - 300 mm
Time of cracks appearing - cannot be sure. Only after removal of support formwork which is usually 7 days cracks are visible
The cracks are showing-up after removal of support formwork. There are very few to negligible cracks on the top of slab surface. Good curing and protection of concrete slabs done.
Are these cracks some design issue? or plastic settlement?
Kindly give your advice on the below problem of cracks appearing in the bottom of slab,
Project: High rise building construction
Concrete Mix - C45 Flowing
Ambient temps - Min 25 to Max 45
Crack width range - 0.3 to 1.0 mm
Slab thickness - 300 mm
Time of cracks appearing - cannot be sure. Only after removal of support formwork which is usually 7 days cracks are visible
The cracks are showing-up after removal of support formwork. There are very few to negligible cracks on the top of slab surface. Good curing and protection of concrete slabs done.
Are these cracks some design issue? or plastic settlement?