Aussie Dave
Structural
- May 2, 2019
- 31
Hi All,
I have a reinforced concrete slab with 50mm cover A393 mesh 10mm bars and the dimension are 6.19 x 3.031 and 150mm thick. This slab is going to have 150mm of grade under slab. Does anyone know the best design approach to take? I have been using EC2 codes, but I can only find simply supported slab examples, but I require a ground bearing slab onto grade calculation.
I have a reinforced concrete slab with 50mm cover A393 mesh 10mm bars and the dimension are 6.19 x 3.031 and 150mm thick. This slab is going to have 150mm of grade under slab. Does anyone know the best design approach to take? I have been using EC2 codes, but I can only find simply supported slab examples, but I require a ground bearing slab onto grade calculation.