B16A2
Structural
- Feb 24, 2008
- 186
Say you you're splicing two bars of Grade 36 steel end to end with a full pen butt weld. Will the weld material have the same linear elastic response as the base material? ~E=29,000ksi?
Would it be close enough that a strain gage wouldn't notice the difference if it were on the weld versus if it were on the base material??
Would it be close enough that a strain gage wouldn't notice the difference if it were on the weld versus if it were on the base material??