lanejoe10
Structural
- May 13, 2010
- 10
I have an application where I am using HSS to frame a cofferdam. The dam should only be in the river about 6-12months. The steel will not have any protective coating.
Do I need to take into account the reduction in strength due to the steel corroding? Or is the corrosion insignificant due to the short period of time it is being exposed to the water?
Any direction on resources or information would be appreciated
Do I need to take into account the reduction in strength due to the steel corroding? Or is the corrosion insignificant due to the short period of time it is being exposed to the water?
Any direction on resources or information would be appreciated