lgsabr
Structural
- Feb 17, 2010
- 7
I had some samples of steel pipe tested. The pipe was supposed to be A53 (Grade B). The yield and tensil came out better than required (on all except for one) but the Modulus of Elasticity for each sample were 24,000ksi, 21,000ksi, 27,000ksi and 14,000ksi...all below what I would expect for steel and the last one is very low. Could this be a cast iron? I had planned on using this as faslework posts but am not liking what I am seeing in these results. Any thoughts?