DavidStructural08
Structural
I happened to notice that people used different loads from different tributary width to calculate the uplift in light gauge column, e.g., for a 24" studs, 24" is the tributary width for compression while 5' or 6' may be the one used in uplift.
I am just wondering if there is any code requirement on this, probablly from AISI?
I am just wondering if there is any code requirement on this, probablly from AISI?