structural-eng
Structural
- Jan 26, 2017
- 39
We are designing a stack foundation for an industrial power generating building. The foundation and anchor bolts are to be designed for a future 90' tall stack which I'm being told will be painted carbon steel. The owner will be installing a 50' stack for now that they are requiring be stainless steel. We're working for the stack supplier. Our original drawings showed galvanized anchor bolts as we were unaware of the stack being stainless steel. When we learned that the 50' stack would be stainless we mentioned that the anchor bolts may have to be stainless as well and the stack supplier said that they always use galvanized anchor bolts. The supplier also indicated that most of their stainless stacks are much smaller that this one.
My understanding is that the bolts in a dissimilar metal connection should always be more noble would not be the case if we use the galvanized anchor bolts with the stainless steel stack. The anchor bolts are 1.75" diameter and we don't know the base plate size because the stack design isn't complete yet.
Is there a good solution to preventing galvanic corrosion given that the current stack will be stainless but the future stack will be painted carbon steel?
My understanding is that the bolts in a dissimilar metal connection should always be more noble would not be the case if we use the galvanized anchor bolts with the stainless steel stack. The anchor bolts are 1.75" diameter and we don't know the base plate size because the stack design isn't complete yet.
Is there a good solution to preventing galvanic corrosion given that the current stack will be stainless but the future stack will be painted carbon steel?