Screwtape
Civil/Environmental
- Jul 27, 2005
- 19
I've got a project with a combination of A36 and A441 steel for the primary roof framing. The A441 members are limited to a select few that experience higher loads (obviously). Unfortunately, the original structural plans only call out A441 and don't specify the grade. Per Table-1 in AISC 9th Ed., Fy for A441 steel could be 40, 42, 46, or 50 KSI.
Regardless, we are proceeding with a coupon test to confirm the steel grade, as the members are large and heavily-loaded who control the overall capacity. My opinion is we will find 50 KSI steel.
I'm just curious if any of the above grades could be possibly eliminated based on the building age. The building was constructed in 1965 in the southeast US. Any ideas or guesses?
Regardless, we are proceeding with a coupon test to confirm the steel grade, as the members are large and heavily-loaded who control the overall capacity. My opinion is we will find 50 KSI steel.
I'm just curious if any of the above grades could be possibly eliminated based on the building age. The building was constructed in 1965 in the southeast US. Any ideas or guesses?