ironmon
Structural
- Aug 17, 2006
- 60
I am a structural engineer designed a replacement steel members for a corroded (painted carbon steel) platform, outside of the spray chamber in the casting area of a steel mill.
The steam created from the spray chamber gets trapped under this platform, the decking is diamond plate, which causes the rising vapor to get trapped and condensate on the steel.
Generally the horizontal surfaces, bottom flange of the I beams gets the worst attack, also webs of the beams in areas where the framing creates corners have substantial loss.
The client wants a piece by piece replacement approach.
I am proposing replacing the I beam joists with Galvanized Tee's
1. eliminate bottom horizontal surface
2. thicker webs (generally 2x thicker)
here are my guestions.....
Will the addition of these galvanized members help the surronding corroded members?
Or will the surronding corroded member severly shorten the life of the new galvanized members?
What is the expected life cycle of galvanized steel compared to plain steel? .....in a test tube
The worst corroded member (total loss thru a w14x22 web)
is this the corrosion rate .023 in / 14 years = 0.016 in/year?
Would a member twice as thick last twice as long? Or in other words is corrosion rate of carbon steel linear?
Thanks
The steam created from the spray chamber gets trapped under this platform, the decking is diamond plate, which causes the rising vapor to get trapped and condensate on the steel.
Generally the horizontal surfaces, bottom flange of the I beams gets the worst attack, also webs of the beams in areas where the framing creates corners have substantial loss.
The client wants a piece by piece replacement approach.
I am proposing replacing the I beam joists with Galvanized Tee's
1. eliminate bottom horizontal surface
2. thicker webs (generally 2x thicker)
here are my guestions.....
Will the addition of these galvanized members help the surronding corroded members?
Or will the surronding corroded member severly shorten the life of the new galvanized members?
What is the expected life cycle of galvanized steel compared to plain steel? .....in a test tube
The worst corroded member (total loss thru a w14x22 web)
is this the corrosion rate .023 in / 14 years = 0.016 in/year?
Would a member twice as thick last twice as long? Or in other words is corrosion rate of carbon steel linear?
Thanks