bugbus
Structural
- Aug 14, 2018
- 506
I am dealing with an existing steel structure that was designed in 1995. I have the original drawings but there are no steel grades specified anywhere.
The section that I'm looking at is a 300PFC. I'm not sure if this is 250 or 300 Grade, and it is the difference between this structure requiring strengthening vs not.
The relevant standard at the time was AS 3679.1:1990, which allowed for both grades. It wasn't until the 2010 of that code that Grade 250 was abandoned.
However, looking at the OneSteel catalogue from that time, it seems that Grade 300 (or at least OneSteel's own "300PLUS" grade) became standard for hot-rolled sections in Australia in 1994.
Does anyone happen to have a bit more information on when that switch from Grade 250 to Grade 300 became standard in Australia? Was most of the hot-rolled products at that time produced domestically or imported?
I suspect this is going to be one of those situations that can't be known with any certainty.
The section that I'm looking at is a 300PFC. I'm not sure if this is 250 or 300 Grade, and it is the difference between this structure requiring strengthening vs not.
The relevant standard at the time was AS 3679.1:1990, which allowed for both grades. It wasn't until the 2010 of that code that Grade 250 was abandoned.
However, looking at the OneSteel catalogue from that time, it seems that Grade 300 (or at least OneSteel's own "300PLUS" grade) became standard for hot-rolled sections in Australia in 1994.
Does anyone happen to have a bit more information on when that switch from Grade 250 to Grade 300 became standard in Australia? Was most of the hot-rolled products at that time produced domestically or imported?
I suspect this is going to be one of those situations that can't be known with any certainty.