EngineeringEric
Structural
- Jun 19, 2013
- 834
I am working on two projects that I am debating the use of Galvanized steel plates and Stainless Steel Bolts.... Both cases will be considered marine and will be in cyclic conditions of wet/dry.
1) Wet, exposed, bridge. I want to use 1/4" plate connections with stainless through bolts to timber members. I have experienced overly rusted bolts and compromised timber in the past but the plates hold up quite well...
2) similar to first only more complex structure and now we introduce the presence of chlorine (like heavily chlorinated pool water)
... So any issues with material interactions that I am not aware of, or something i can specify to eliminate said interactions? and does the presence of chlorine effect the annodic-cathodic relation ship?
Both of these are large projects and the use of epoxy coatings will destroy the budget and the owner would rather just invest in a more routine maintenance program... but we all know how those maint. programs go.
Thank you for any advice/knowledge
1) Wet, exposed, bridge. I want to use 1/4" plate connections with stainless through bolts to timber members. I have experienced overly rusted bolts and compromised timber in the past but the plates hold up quite well...
2) similar to first only more complex structure and now we introduce the presence of chlorine (like heavily chlorinated pool water)
... So any issues with material interactions that I am not aware of, or something i can specify to eliminate said interactions? and does the presence of chlorine effect the annodic-cathodic relation ship?
Both of these are large projects and the use of epoxy coatings will destroy the budget and the owner would rather just invest in a more routine maintenance program... but we all know how those maint. programs go.
Thank you for any advice/knowledge