drile007
Structural
- Jul 14, 2007
- 194
Hello,
At which ? angle we don't need "upper" formwork to avoid "amassing" of fresh concrete?
Thanx in advance
PS: Hope amassing is the proper word which describe the problem.
At which ? angle we don't need "upper" formwork to avoid "amassing" of fresh concrete?

Thanx in advance
PS: Hope amassing is the proper word which describe the problem.