ASTM-A992 SPECIFICATIONS
TABLE 1: CHEMICAL REQUIREMENTS(Heat Analysis)
|
Element |
Composition, % |
|
Carbon, max |
0.23 |
|
Manganese |
0.50-1.50A |
|
Silicon, max |
0.40 |
|
Vanadium, max |
0.11B,C |
|
Columbium, max |
0.05B |
|
Phosphorus, max |
0.055 |
|
Sulfur, max |
0.045 |
|
Copper, max |
0.60 |
|
Nickel, max |
0.48 |
|
Chromium, max |
0.35 |
|
Molybdenum, max |
0.15 |
A
Provided that the ratio of manganese to sulfur is not less that 20:1, the minimum limit for manganese for Group 1 shapes shall be 0.30%.B
The sum of columbium and vanadium shall not exceed 0.15%.C
When vanadium is added as the only nitrogen-binding element, nitrogen shall be reported and the ratio of vanadium to nitrogen shall be 4:1 or higher if the nitrogen is greater than 0.012%TABLE 2: TENSILE REQUIREMENTS
|
Tensile strength, min kal (MPa) |
65 |
|
Yield point, ksi (Mpa) |
50-65 |
|
Yield to tensile ratio, max |
0.85 |
|
Elongation in 8 in. (200mm). min %* |
18 |
|
Elongation in 2 in. (50mm). min %* |
21 |
*See elongation requirements under the Tension Tests section of Specification A B/A 6M.
KEYWORDS
7.1 building framing; shapes; structural steel; welded construction.