SEJohn
Structural
- Feb 15, 2012
- 21
Hi All,
Structural Engineer here. Every so often I need a thickness measurement on existing structural steel (carbon steel). I have access to a Olympus 45MG, but it only has a 303 SS reference block.
I am usually measuring material that is .1" to 1" thick and I would like to be within a few percent of actual thickness.
Should I be using a 1018 CS step block for calibration before measuring CS structural members?
How far off would I be if I used the 303 SS reference block to calibrate before testing CS?
Thanks in advance.
Structural Engineer here. Every so often I need a thickness measurement on existing structural steel (carbon steel). I have access to a Olympus 45MG, but it only has a 303 SS reference block.
I am usually measuring material that is .1" to 1" thick and I would like to be within a few percent of actual thickness.
Should I be using a 1018 CS step block for calibration before measuring CS structural members?
How far off would I be if I used the 303 SS reference block to calibrate before testing CS?
Thanks in advance.