A steel beam fabricated in 1968 would likely be A36 steel, 36 kips/sq. in. yield.
The depth for the 30 pound/linear foot section is exactly 12 inches, and flange width is exactly 5 inches.
If the beam was fabricated prior to 1965, it would be A7 steel, 33 ksi yield.
The web is about 0.32 to...