dsteele66
Structural
- Apr 5, 2007
- 2
I'm reviewing a set of precast concrete submittals. The precast engineer has taken it upon himself to redesign the cast-in-place embedments that the precast will attach to.
He's designing them using PCI 6th Edition (chapter 6), and is coming up with drastically different results than what we had designed using ACI.
The contractor has offered a credit to the owner, and now the owner is hot to change. Problem is, I am under the impression that PCI is precast only and ACI governs cast-in-place (although I can't find anything in either code that limits the scope of the code.
We're reviewing his calcs against PCI now, because we can't believe the difference, but if he did everything correctly, I need to ensure that PCI is acceptable for cast-in-place design.
He's designing them using PCI 6th Edition (chapter 6), and is coming up with drastically different results than what we had designed using ACI.
The contractor has offered a credit to the owner, and now the owner is hot to change. Problem is, I am under the impression that PCI is precast only and ACI governs cast-in-place (although I can't find anything in either code that limits the scope of the code.
We're reviewing his calcs against PCI now, because we can't believe the difference, but if he did everything correctly, I need to ensure that PCI is acceptable for cast-in-place design.