Design of Precast Slab For Compound wall
@eclipz-qMC6k6
•
Oct 26, 2024
Oct 26, 2024
1.3K
Hi Ceans,
Require help in reinforcement detailing of Precast Compound walls.
The Details are as below
The slab is of size 2.0m x 2.1m 75 mm thick. It will be resting on both ends with a bearing of 150mm over PCC Footing and held vertically by Grooves present in Coulmns on both ends.
As far as Loads are concerned, there are no horizontal or vertical live load except for the dead load and negligible wind loads.
The main challenge for me is to design the slab reinforcement in such a way that it can be handled and placed in curing tanks after 24 hrs of casting....
Require help in reinforcement detailing of Precast Compound walls.
The Details are as below
The slab is of size 2.0m x 2.1m 75 mm thick. It will be resting on both ends with a bearing of 150mm over PCC Footing and held vertically by Grooves present in Coulmns on both ends.
As far as Loads are concerned, there are no horizontal or vertical live load except for the dead load and negligible wind loads.
The main challenge for me is to design the slab reinforcement in such a way that it can be handled and placed in curing tanks after 24 hrs of casting....