Althalus
Structural
- Jan 21, 2003
- 152
What exactly constitutes "cold weather" from a steel perspective? There has to be a transition line.
[ol]
[li]I'm looking at a project where lowest ambient temperature is specified as -15C.[/li]
[li]Some projects are only specified as low as -5C.[/li]
[li]Others are as low as -30C.[/li]
[/ol]
Most of the 48 states experience temps as low as 0F = -18C every winter. But most projects don't require A320-L7 bolts. We simply use the standard A325 bolts even for exterior use.
Where is the cutoff for "average low winter temperatures" before you'd start using A320 instead of A325? I have searched everywhere on the net, and I can't find anyone who says "THIS TEMPERATURE" is the cutoff. I'd even settle for a "range" of temperature. But all I ever hear is "cold weather". Without a number, that is pretty much meaningless.
[ol]
[li]I'm looking at a project where lowest ambient temperature is specified as -15C.[/li]
[li]Some projects are only specified as low as -5C.[/li]
[li]Others are as low as -30C.[/li]
[/ol]
Most of the 48 states experience temps as low as 0F = -18C every winter. But most projects don't require A320-L7 bolts. We simply use the standard A325 bolts even for exterior use.
Where is the cutoff for "average low winter temperatures" before you'd start using A320 instead of A325? I have searched everywhere on the net, and I can't find anyone who says "THIS TEMPERATURE" is the cutoff. I'd even settle for a "range" of temperature. But all I ever hear is "cold weather". Without a number, that is pretty much meaningless.