Super, and Bob,
According to the Thirteenth edition of the AISC Construction Manual 2005, on page 1-5 they go into HSS, Hollow Structural Sections. Rectangular, Square, and Round. According to the Glossary and both 1-5 & 1-6 Pipe can be considered as an Hollow Structural Section. But pipe has it's own system of measurements as previously noted by others that also separates it from HSS Rounds.
They also comment about using only .93 of the thickness for calculations for engineering purposes.
It is noted from my own useage that much Tube Steel of lighter gage (16-10) no longer measures to previous standard dimensions. They have gone lighter but still within what has for years been considered acceptable tolerance. For example, TS 1X2X14 ga is 1X2X.083 according to the supplier book I generally reference when buying my steel. But, when you get it, measure, you will more than likely have .075-78. On a chart in the back of my steel book for AISI thickness tolerance it says: 14 ga= .0747; range- .0817-.0677. So, even though they call out their 14 ga tube steel as being .083 that is not what they have to supply. And, with more accurate manufacturing abilities these days they go for the minimum allowable in order to make more tubing with the same amount of steel. I have not had any problem with any tubing that was 3/16 wall or heavier. They have always measured what was designated.
Now, since I don't use these gauges of tubing for structural purposes, I have never gotten nor checked upon the ASTM specs/tolerances to see if there is any thing in them that would specify thicknesses for these tubes.
Now, as to rather you HAVE to order heavier by any code??? I don't know that for sure. As I stated, it is only going to be noticed in the lighter gauges, not the members normally covered by D1.1 as Structural Steel that most of us are welding for any building or equipment applications. My comment was directed to making sure one takes note of how the material is specified and make sure what you order and use is compliant with those specs to the satisfaction of the engineer and inspectors.
I will have to take some time and go through D1.3 & 9.1 more carefully to see if they happen to deal with those tolerances. I don't recall seeing it mentioned off the top of my head. Maybe someone else has more knowledge about that or can look it up before I get a chance to.
I hope my comment about the tolerance dimensions did not cause any confusion.
Have a Great Day, Brent