JSPILLER3
Structural
- Oct 27, 2011
- 9
I am trying to weld to an existing steel anchor bolt with the designation A36 mod 50. I have not been able to find any spec on this material, except the below excerpt from a DOT spec. Does anyone have any information on this material, or know of any weldability concerns/issues?
A36M50, a special designation for ASTM A36, Structural Steel modified to 50 ksi minimum
yield point and a minimum elongation of 18% (8") or 21% (2") and a tensile strength between
65 and 95 ksi. Chemical requirements shall meet ASTM A36 except that the maximum
manganese content shall be 1.35%. Alloys containing Columbium (0.035% maximum) and
Vanadium (0.06% maximum) are permissible.
Thanks for your help.
A36M50, a special designation for ASTM A36, Structural Steel modified to 50 ksi minimum
yield point and a minimum elongation of 18% (8") or 21% (2") and a tensile strength between
65 and 95 ksi. Chemical requirements shall meet ASTM A36 except that the maximum
manganese content shall be 1.35%. Alloys containing Columbium (0.035% maximum) and
Vanadium (0.06% maximum) are permissible.
Thanks for your help.
