SteelPE
Structural
- Mar 9, 2006
- 2,759
Does anyone have any experience with designing a Ductilcrete floor slab (slab on grade)? Is the EOR even responsible to design this type of SOG or is this something the manufacture would design themselves?
I am in the process of putting together a proposal for a facility that would like to use this type of floor slab. Any information would be appreciated as I begin to prepare my proposal.
I am in the process of putting together a proposal for a facility that would like to use this type of floor slab. Any information would be appreciated as I begin to prepare my proposal.
