- Location
- Montgomeryshire
Re-sited shed is going up at the new place this next couple of weeks, the floor having been dug into shale rock. I had intended to leave the floor as bare rock, as it wont ever be grain storage again, but starting to wonder again now, as it would stop the possible water ingress at the same time.
If we were to concrete the floor (while the erecting guys are still on site), what concrete spec should I be using? I was thinking 6" thick (with fibres), which will amount to around 110 cube, but what spec? For that matter, what specs are there? I've heard of RC40, but that's about all.
If we were to concrete the floor (while the erecting guys are still on site), what concrete spec should I be using? I was thinking 6" thick (with fibres), which will amount to around 110 cube, but what spec? For that matter, what specs are there? I've heard of RC40, but that's about all.