Sheet Products Home | U. S. Steel Home

 

HR Sheet | CR Sheet | Coated Sheet | Contacts | Glossary | Metric | MSDS | Search

  Appliance | Automotive | Construction | SCEA | USSI 


 

 


Sheet Products
> Hot Rolled Sheet > Non-Pickled Non-Temper Rolled >
Application Considerations

 

Steel Designations  |  Designator System |  Formability

 

U.  S.  Steel Hot Rolled Products are furnished in accordance with the latest ASTM material specifications. These latest ASTM specifications now include new product terminology, more definitive chemical composition limits and non-mandatory, typical mechanical properties.  Previously, these specifications only required maximum limits on the chemical elements carbon, manganese, phosphorus and sulfur.

U. S. Steel Hot Rolled Products are typically specified to one of the following product designations.

Commercial Steel (CS)
Commercial Steel - CS Type B
Chem. Req.
Drawing Steel - DS Type B
Structural Steel (SS)
Pressure Vessel Steel (PVS)
High Strength Low Alloy Steel (HSLAS and HSLAS-F)

Selection of the proper steel designation must be based on the specific formability and mechanical property requirements of the final application. A general description, including chemical composition and typical mechanical property values, for each steel designation follows.  For assistance in material selection, contact your local U. S. Steel Sales Office for customer technical service.

 

Steel Designations

Commercial Steel Sheet (CS)
Commercial Steel Sheet is intended for applications that require only light draws or moderate forming and bending.  Commercial Steels may be specified to ASTM A1011 CS Type B (0.02 to 0.15 percent carbon and typical mechanical properties), ASTM A659 CS (0.16 to 0.25 percent carbon), Chem Req (over 0.25 percent carbon) or ASTM A635 (up to 0.25 max C Heavy Thickness Coils).

CS is furnished only to the compositional limits of AISI Grades 1015 through 1023.  Because the carbon level of these steels is over 0.15 to 0.25%, these steels are intended for applications that are flat or require limited bending or forming.  For improved forming or bending at the expense of hardness and/or wear resistance, CS Type B steel should be specified.

Chem. Req.
U.  S.  Steel established the Chem Req steel designation to comprehend higher carbon steel grades such as AISI 1025 through 1080.  Because the maximum carbon content of these steel grades exceed 0.25%, these steels are recommended for flat applications.  Chem Req steels are furnished to compositional limits only.

CS Type B steel can be bent flat on itself in any direction at room temperature. However, this steel type is subject to stretcher strains, fluting and coil breaks (in heavier gauges) due to a metallurgical phenomenon called aging. To minimize the tendency for fluting or stretcher strains that recur after CS Type B steels age, it is necessary for the user to effectively roller level the product immediately before use.  However, roller leveling will not restore softness and ductility. The effects of aging, including coil breaks, loss of ductility, and increased hardness, must be accepted by the customer beyond 45 days from the date of temper rolling.

To minimize the potential effects of aging, Drawing Steel DS Type B can be specified.

Drawing Steel Sheet - DS TYPE B
Drawing Steel Sheet is intended for applications that require stringent forming or drawing. It is used primarily for applications that exceed the forming capability of CS Type B sheet steels.  Drawing Steel Sheet may be specified to ASTM A1011 DS Type B (0.02 to 0.08 percent carbon) or A635 (Heavy Thickness Coils).

DS Type B steel should be used when CS Type B steel will not provide a sufficient degree of ductility for the fabrication of parts having stringent drawing requirements. Controlled metallurgical and processing parameters are used at all stages of manufacture, from steelmaking to finishing, in order to produce a product with uniform mechanical properties and substantially improved ductility compared with CS type B material.

In addition to the improved formability, DS Type B steel is essentially non-aging. It will not stretcher strain or exhibit fluting or suffer loss of ductility with elapsed time after it has been properly temper rolled.  This steel designation should be specified when stretcher strains or fluting during fabrication are objectionable and the user wants to store the steel for an extended period of time without experiencing the adverse changes in ductility.  DS Type B steel has its maximum ductility in the dead soft condition, but in this state, it is subject to stretcher straining or fluting during fabrication. The elimination of these 3 tendencies occurs only after temper rolling.

Drawing Steel with Boron (DS Type B with Boron) addition should be used with Hot Rolled Sheet when regular DS Type B will not provide a sufficient degree of ductility for the fabrication of parts having stringent drawing requirements. The addition of Boron is made to sheet steels to make them essentially non-aging and/or to improve formability.

Structural Steel (SS)
Structural Steel Sheet (SS)
is intended for applications that require specific mechanical properties. This product is generally furnished to a broad chemistry requirement and to specific properties which may include yield strength tensile strength and elongation values.  Since SS Sheet requirements cover mechanical properties ranging typically from 30 ksi to 55 ksi (210 MPa to 380 MPa) minimum yield strength, the compatibility of the mechanical properties ordered with the forming requirements of the specific application must be carefully considered.

Structural Steel Sheet (SS) is typically specified to either ASTM A1011 or ASTM A1018 (heavy thickness) which are a carbon/manganese based specifications that preclude the addition of columbium or vanadium. ASTM A1011 SS is available in grades with a minimum yield strength through 40 ksi (275 MPa).  Higher yield strength grades with minimum yield strengths ranging from 45 ksi (310 MPa) to 70ksi (480 MPa) are typically specified to ASTM A1011 HSLAS or A1018 HSLAS.  (See the High Strength Sheet Section)

Specific Mechanical Properties of Various ASTM A1011 SS Grades

Tensile Strength, min.
ksi (MPa)

Grade
Minimum Yield Strength ksi (MPa)


49
(340)


52
(360)


53
(365)


58 - 80
(400 - 500)


55
(380)


ASTM Designation

 

30 (205)

         

A1011 Grade 30 SS

33 (230)

         

A1011 Grade 33 SS

36 (250)

         

A1011 Grade 36 Type 1 SS

36(250)           A1011 Grade 36 Type 2 SS

40 (275)

         

A1011 Grade 40 SS


For minimum yield strength greater than 40 ksi, refer to A1011 HSLAS

 

Pressure Vessel Steel (PVS)
Pressure Vessel steel sheet is intended for fusion welding or brazing into gas cylinders, boilers and similar end use high pressure applications.  This product is ordered to mechanical property requirements ranging typically from 45 ksi to 75 ksi (310 MPa to 520 MPa) minimum tensile strength.  More rigorous tensile testing is required on all Pressure Vessel sheet to assure uniform properties for these critical applications.

Carbon Pressure Vessel Sheet may be specified to ASTM A414. Presented below is a summary of the mechanical property requirements of this specification.

Specific Mechanical Properties of Various ASTM A1011 SS Grades

Tensile Strength, min.
ksi (MPa)


Minimum Yield Strength ksi (MPa)


45
(310)


50
(345)


55
(380)


60
(415)


65
(450)


70
(485)


75
(515)


ASTM Designation

25 (170)

             

A414 Grade A

30 (205)

             

A414 Grade B

33 (230)

             

A414 Grade C

35 (240)

             

A414 Grade D

38 (260)

             

A414 Grade E

42 (290)

             

A414 Grade F

45 (310)

             

A414 Grade G

Each grade has a maximum tensile strength requirement equal to 15 ksi above the minimum tensile strength requirement shown in the table above.

 

High Strength Low Alloy Sheet
High Strength Low Alloy Sheet is intended for applications where greater strength and reduced weight are important.  

Carbon Steel uses a combination of carbon, manganese, nitrogen and phosphorous to obtain the desired strength levels.

High Strength Low Alloy Steel (HSLAS and HSLAS-F) is a specific group of steels in which the various strength levels are achieved by the addition of moderate amounts of one or more alloying elements.  The most common are columbium, vanadium or titanium.  HSLAS offer improved formability and weldability when compared to the equivalent strength Structural Steel.  ASTM A1011 or A1018 are commonly specified for HSLAS or HSLAS-F.

Weathering Steel (USS COR-TEN®) uses alloying elements such as copper, chromium, silicon and nickel to enhance the atmospheric corrosion resistance of the steel.  The addition of these elements also results in a high strength steel that typically exhibits a 50 ksi minimum yield strength.  ASTM A606 Type 4 is usually specified for this product.

USS COR-TEN® is a registered trademark of United States Steel

High Strength Steel Sheet Uniform Designator System

1. Sheet Product Prefix

     HR = Hot Rolled

2. Yield Strength

     Numerical description of minimum yield strength in ksi

3. Chemical Composition

     Each steel is designated by a letter classification

          S=Structural Steel

          X=Low Alloy

          W=Weathering

4. Inclusion Shape Control

     F=Killed Plus Inclusion Shape Control

     X=Killed without Inclusion Shape Control

5. Tensile Strength

     Numerical description of the minimum tensile strength in ksi

Examples of Designators
Product Caption: HR Sheet High Strength
Specification Caption: (U. S. Steel HR 50XF60)

HR
Product
Prefix

50
Yield Strength

X
Chemical Composition

F
Inclusion Shape Control

60
Tensile Strength

1

2

3

4

5

 

Relative Formability

Chemical Composition - For any given strength level, formability and weldability can be improved by lowering the carbon level and adding special alloys.  Thus, a low alloy steel (X) is more formable than a carbon steel (S) at comparable strength levels.

Inclusion Shape Control - The size and shape of inclusions can be controlled to optimize formability.  Thus, a killed steel with inclusion shape control (F) is generally more formable than a killed steel with no shape control (K).

Steel Grades
U. S. Steel offers a broad range of Structural and High Strength Low Alloy Steels.  The tables below are intended to show representative grades which U. S. Steel produces.  It is not intended to show all the grades available.  If your specific requirement is not shown, please contact your local
U. S. Steel Sales Office for availability.

 

Carbon Steel

Tensile Strength, min.
ksi (MPa)


Min. Yield Strength ksi (MPa)


53
(365)


55
(380)


U. S. Steel
Designator*


ASTM

36 (250)

   

HR36SK53

A1011 Grade 36

40 (275)

   

HR40SK55

A1011 Grade 40

 

 

Weathering Steel (USS COR-TEN®)

Tensile Strength, min.
ksi (MPa)


Min. Yield Strength ksi (MPa)


70
(480)


U. S. Steel
Designator*


ASTM

50 (345)

 

HR50WK70

A606

 

 

High Strength Low Alloy (HSLAS/HSLAF)

Tensile Strength, min.
ksi (MPa)


Min. Yield Strength ksi (MPa)


55
(380)


60
(410)


65
(450)


70
(480)


75
(520)


80
(550)


85
(590)


90
(620)


U. S. Steel
Designator *


ASTM

45 (310)

               

HR45XK55

A1011 Grade 45 Class 2

45 (310)

               

HR45XK60

A1011 Grade 45 Class 1

50 (345)

               

HR50XF60

A1011 Grade 50

50 (345)

               

HR50XK60

A1011 Grade 50 Class 2

50 (345)

               

HR50XK65

A1011 Grade 50 Class 1

55 (380)

               

HR55XK65

A1011  Grade 55 Class 2

55 (380)

               

HR55XK70

A1011 Grade 55 Class 1

60 (410)

               

HR60XF70

A1011 Grade 60

60 (410)

               

HR60XK70

A1011 Grade 60 Class 2

60 (410)

               

HR60XK75

A1011 Grade 60 Class 1

65 (450)

               

HR65XK75

A1011 Grade 65 Class 2

65 (450)

               

HR65XK80

A1011 Grade 65 Class 1

70 (480)

               

HR70XF80

A1011 Grade 70

70 (480)

               

HR70XK80

A1011 Grade 70 Class 2

70 (480)

               

HR70XK85

A1011 Grade 70 Class 1

80 (550)

               

HR80XF90

A1011 Grade 80

*Ordering to a U. S. Steel Designator does not guarantee meeting all the requirements of the cross-referenced ASTM specification.  If an ASTM specification must be met, it must be referenced when ordering.

 

Other Structural and High Strength Low Alloy (HSLA) Requirements

JIS G 3113

Yield Strength, min.
N/mm2 (ksi)


Tensile
Strength, min. N/mm2 (ksi)


185
(27)


225 (33)


255 (37)


305 (44) 


JIS Standard


JIS Type


Former JIS Type

310 (45)

       

G3113

SAPH 310

SAPH 32

370 (54)

       

G3113

SAPH 370

SAPH 38

400 (58)

       

G3113

SAPH 400

SAPH 41

440 (64)

       

G3113

SAPH 440

SAPH 45

Note:  Minimum yield varies by gauge (thickness).  Values shown are for product less than 6 mm (0.236 inch) in thickness.

 

American Petroleum Institute (API) Specification for Line Pipe-5L *

Tensile Strength, min.
ksi (MPa)


Min. Yield Strength ksi (MPa)


60
(415)


66
(455)


75
(520)


82 (565)


API
5L

42 (290)

       

X42

52 (360)

       

X52

60 (415)

       

X60

70 (485)

       

X70

Properties shown are required for the finished pipe.  Specific sheet properties which are supplied to meet finished pipe properties depend upon the type of pipe fabrication.

 

JIS Mild Steel for Forming

 


Designator


U. S. Steel Reference


Tensile Strength Minimum N/mm2 (ksi)


JIS Standard

SPHC

CS Type B

270 (39)

G3131

SPHD

DS Type B

270 (39)

G3131

SPHE

DS Type B

270 (39)

G3131

 

Return to top

Typical Applications

Application Considerations

Fabrication Considerations

Tolerances

 
 

U. S. Steel Corporate Links
Search
       Site Map       Contacts       What's New      Steel Links

 

Copyright 2005 United States Steel.  All rights reserved.
Site feedback.
Please see our Legal Notice for conditions regarding the use of this site 
and links provided to third-party web sites.
Trademarks and Ownership
Viewed best using IE v 4.0+ and Netscape v 4.0+ using 800 x 600 resolution.
Last Updated: