daytona
2022-02-05 12:31:32
- #1
Hello everyone,
according to the existing structural analysis, I would like to implement the following and have a few questions regarding practical execution: The existing 2-layer reinforced Q188 slab (C20/25), 20cm thick, is to be cut at 1.5x05,m and supplemented by a new single-layer reinforced individual footing (C25/30), Q335 (bottom, closely meshed), also 20cm thick. A steel column is to be placed on it.
Quite a lot of existing reinforcement remained standing during the demolition.
-> Would you use this as the so-called connecting reinforcement for the new footing? This is not explicitly mentioned in the structural analysis.
-> Would you "decouple" the new individual footing from the existing slab or cast it directly onto it?
Thank you very much and best regards
according to the existing structural analysis, I would like to implement the following and have a few questions regarding practical execution: The existing 2-layer reinforced Q188 slab (C20/25), 20cm thick, is to be cut at 1.5x05,m and supplemented by a new single-layer reinforced individual footing (C25/30), Q335 (bottom, closely meshed), also 20cm thick. A steel column is to be placed on it.
Quite a lot of existing reinforcement remained standing during the demolition.
-> Would you use this as the so-called connecting reinforcement for the new footing? This is not explicitly mentioned in the structural analysis.
-> Would you "decouple" the new individual footing from the existing slab or cast it directly onto it?
Thank you very much and best regards