This specification covers carbon and high-strength low alloy steel structural shapes, plates and bars, and quenched and tempered alloy steel for structural plates intended for use in bridges. Heat analysis shall be used to determine the percentage of carbon, manganese, phosphorus, sulfur, silicon, and copper for the required chemical composition. A tension test shall be used to determine the required tensile properties such as tensile strength, yield strength, and elongation. Materials shall undergo: (1) an impact test for non-fracture critical and fracture critical members; and (2) a Brinell hardness test for Grades 100 and 100W. Atmospheric corrosion resistance shall also be determined.
Область применения1.1 This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel for structural plates intended for use in bridges. Seven grades are available in four yield strength levels as follows:
Grade U.S. [SI]
Yield Strength, ksi [MPa]
36 [250]
36 [250]
50 [345]
50 [345]
50S [345S]
50 [345]
50W [345W]
50 [345]
HPS 50W [HPS 345W]
50 [345]
HPS 70W [HPS 485W]
70 [485]
HPS 100W [HPS 690W]
100 [690]
1.1.1 Grades 36 [250], 50 [345], 50S [345S], and 50W [345W] are also included in Specifications A36/A36M, A572/A572M, A992/A992M, and A588/A588M, respectively. When the requirements of Table 8 or Table 9 or the supplementary requirements of this specification are specified, they exceed the requirements of Specifications A36/A36M, A572/A572M, A992/A992M, and A588/A588M.
1.1.2 Grades 50W [345W], HPS 50W [HPS 345W], HPS 70W [HPS 485W], and HPS 100W [HPS 690W] have enhanced atmospheric corrosion resistance (see 13.1.2). Product availability is shown in Table 1.
TABLE 1 Tensile and Hardness RequirementsA Note 1—Where “. . .” appears in this table, there is no requirement.Grade
Plate Thickness,
in. [mm]
Structural Shape Flange
or Leg
Thickness, in. [mm]
Yield Point
or Yield
Strength,B
ksi
[MPa]
Tensile
Strength,
ksi [MPa]
Minimum Elongation, %
ShapesE
8 in.
or 200
mm
2 in.
or 50
mm
8 in.
or 200
mm
2 in.
or 50
mm
36 [250]
to 4 [100], incl
to 3 in. [75 mm], incl
36 [250] min
58–80 [400–550]
20
23
20
21
...
over 3 in. [75 mm]
36 [250] min
58 [400] min
...
..
20
19
...
50 [345]
to 4 [100], incl
all
50 [345] min
65 [450] min
18
21
18
21F
...
50S [345S]
all
65 [450]H min
...
...
18
21
...
50W [345W] and
HPS 50W
[HPS 345W]
to 4 [100], incl
all
50 [345] min
70 [485] min
18
21
18
21J
...
HPS 70W
[HPS 485 W]
to 4 [100], incl
70 [485] minB
85–110 [585–760]
...
19K
...
...
...
HPS 100W
[HPS 690W]
to 21/2 [65], incl
100 [690] minB
110–130 [760–895]
...
18K
...
...
over 21/2 to 4
[65 to 100], inclM
90 [620] minB
100–130 [690–895]
...
16K
...
...
Product
Thickness,
in. (mm)
ShapesA
All
PlatesB
BarsB
To 3/4
[20], incl
Over 3/4
to 11/2 [20 to 40], incl
Over 11/2 to
21/2 [40 to 65], incl
Over 21/2 to 4
[65 to 100],
incl
To 3/4
[20],
incl
Over 3/4 to
11/2 [20 to
40], incl
Over 11/2 to
4 [100], incl
Carbon, max, %
0.26
0.25
0.25
0.26
0.27
0.26
0.27
0.28
Manganese, %
...
...
0.80–1.20
0.80–1.20
0.85–1.20
...
0.60–0.90
0.60–0.90
Phosphorus, max, %
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
Sulfur, max, %
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
Silicon, %
0.40 max
0.40 max
0.40 max
0.15–0.40
0.15–0.40
0.40 max
0.40 max
0.40 max
Copper, min, % when copper steel is specified
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
A Manganese content of 0.85 to 1.35 % and silicon content of 0.15 to 0.40 % is required for shapes with flange thickness over 3 in. [75 mm]. B For each reduction of 0.01 % below the specified carbon maximum, an increase of 0.06 % manganese above the specified maximum will be permitted up to a maximum of 1.35 %. TABLE 3 Grade 50 [345] Chemical RequirementsA (Heat Analysis)
SiliconC
Columbium,
Vanadium
and Nitrogen
Maximum Diameter,
Thickness, or
Distance Between
Parallel Faces, in. [mm]
Carbon,
max, %
Manganese,B
max, %
Phosphorus,
max, %
Sulfur,
max, %
Plates to
11/2-in. [40-mm] Thick,
Shapes with flange
or leg
thickness
to 3 in. [75 mm]
inclusive, Sheet Piling, Bars, Zees, and Rolled
Tees,
max, %D
Plates Over
11/2-in. [40-mm]
Thick and Shapes
with flange thickness
over 3 in. [75 mm], %
4 [100]
0.23
1.35
0.04
0.05
0.40
0.15–0.40
E
A Copper when specified shall have a minimum content of 0.20 % by heat analysis (0.18 % by product analysis).
B Manganese, minimum by heat analysis of 0.80 % (0.75 % by product analysis) shall be required for all plates over 3/8 in. [10 mm] in thickness; a minimum of 0.50 % (0.45 % by product analysis) shall be required for plates 3/8 in. [10 mm] and less in thickness, and for all other products. The manganese to carbon ratio shall not be less than 2 to 1. For each reduction of 0.01 percentage point below the specified carbon maximum, an increase of 0.06 percentage point manganese above the specified maximum is permitted, up to a maximum of 1.60 %.
C Silicon content in excess of 0.40 % by heat analysis must be negotiated.
D Bars over 11/2 in. [40 mm] in diameter, thickness, or distance between parallel faces, shall be made by a killed steel practice.
E Alloy content shall be in accordance with Type 1, 2, 3, or 5 and the contents of the applicable elements shall be reported on the test report.
Type
Elements
Heat Analysis, %
1
ColumbiumA
0.005–0.05B
2
Vanadium
0.01–0.15
3
ColumbiumA
Vanadium
Columbium plus vanadium
0.005–0.05B
0.01–0.15
0.02–0.15C
5
Titanium
Nitrogen
Vanadium
0.006–0.04
0.003–0.015
0.06 max
Element
Composition, %A
Type A
Type B
CarbonB
0.19 max
0.20 max
ManganeseB
0.80–1.25
0.75–1.35
Phosphorus
0.04 max
0.04 max
Sulfur
0.05 max
0.05 max
Silicon
0.30–0.65
0.15–0.50
Nickel
0.40 max
0.50 max
Chromium
0.40–0.65
0.40–0.70
Copper
0.25–0.40
0.20–0.40
Vanadium
0.02–0.10
0.01–0.10
A Weldability data for these types have been qualified by FHWA for use in bridge construction.B For each reduction of 0.01 percentage point below the specified maximum for carbon, an increase of 0.06 percentage point above the specified maximum for manganese is permitted, up to a maximum of 1.50 %.TABLE 5 Grades HPS 50W [HPS 345W] and HPS 70W [HPS 485 W], and HPS 100W [HPS 690W] Chemical Requirements (Heat Analysis) Note 1—Where “. . .” appears in this table, there is no requirement.Element
Composition, %
Grades
HPS 50W [HPS 345W],
HPS 70W [HPS 485W]
Grade
HPS 100W [HPS 690W]
Carbon
0.11 max
0.08 max
Manganese
2.5 in. [65 mm] and under
1.10–1.35
0.95–1.50
Over 2.5 in. [65 mm]
1.10–1.50
0.95–1.50
Phosphorus
0.020 max
0.015 max
SulfurA
0.006 max
0.006 max
Silicon
0.30–0.50
0.15–0.35
Copper
0.25–0.40
0.90–1.20
Nickel
0.25–0.40
0.65–0.90
Chromium
0.45–0.70
0.40–0.65
Molybdenum
0.02–0.08
0.40–0.65
Vanadium
0.04–0.08
0.04–0.08
Columbium (Niobium)
. . .
0.01–0.03
Aluminum
0.010–0.040
0.020–0.050
Nitrogen
0.015 max
0.015 max
A The steel shall be calcium treated for sulfide shape control.TABLE 6 Grade 50S [345S] Chemical Requirements (Heat Analysis)Element
Composition, %
Carbon, max
0.23
Manganese
0.50 to 1.60A
Silicon, max
0.40
Vanadium, max
0.15B
Columbium, max
0.05B
Phosphorus, max
0.035
Sulfur, max
0.045
Copper, max
0.60
Nickel, max
0.45
Chromium, max
0.35
Molybdenum, max
0.15
A Provided that the ratio of manganese to sulfur is not less than 20 to 1, the minimum limit for manganese for shapes with flange or leg thickness not exceeding 1 in. [25 mm] shall be 0.30 %.B The sum of columbium and vanadium shall not exceed 0.15 %.TABLE 7 Relationship Between Impact Testing Temperature Zones and Minimum Service TemperatureZone
Minimum Service Temperature, °F [°C]
1
0
[−18]
2
below 0 to −30
[−18 to −34]
3
below −30 to −60
[−34 to −51]
1.2 Grade HPS 70W [HPS 485W] or HPS 100W [HPS 690W] shall not be substituted for Grades 36 [250], 50 [345], 50S [345S], 50W [345W], or HPS 50W [HPS 345W]. Grade 50W [345W], or HPS 50W [HPS 345W] shall not be substituted for Grades 36 [250], 50 [345] or 50S [345S] without agreement between the purchaser and the supplier.
1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.4 For structural products to be used as tension components requiring notch toughness testing, standardized requirements are provided in this standard, and they are based upon American Association of State Highway and Transportation Officials (AASHTO) requirements for both fracture critical and non-fracture critical members.
1.5 Supplementary requirements are available but shall apply only if specified in the purchase order.
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.7 For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.