Don't know if this should be in the Structural Engineer or Materials section.
The project is a self supporting stack that would be behind a natural gas fired boiler.
We always use A-36 material but are aware of brittleness at low temperatures.
Is there a general "rule" when to switch to a...
Don't know if this should be in the Structural Engineer or Materials section.
The project is a self supporting stack that would be behind a natural gas fired boiler.
We always use A-36 material but are aware of brittleness at low temperatures.
Is there a general "rule" when to switch to a...