How do I determine if existing structural steel is weldable? The project is from 1955 and the column size is W10x49. I can't find the material properties (fy, f'c etc) in the existing drawings.
My 5th edition AISC Manual (copyright 1947) indicates in Section 9 of the Specification that structural steel shall conform to ASTM A7. For ASTM A7 material, Fy = 33 ksi.