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ASTM International , 10/01/2013
Publisher: ASTM
File Format: PDF
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1.1This general requirements specification2 covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM:
ASTM Designation³
Title of Specification
A36/A36M
Carbon Structural Steel
A131/A131M
Structural Steel for Ships
A242/A242M
High-Strength Low-Alloy Structural Steel
A283/A283M
Low and Intermediate Tensile Strength Carbon Steel Plates
A328/A328M
Steel Sheet Piling
A514/A514M
High-Yield Strength, Quenched and Tempered Alloy Steel Plate Suitable for Welding
A529/A529M
High-Strength Carbon-Manganese Steel of Structural Quality
A572/A572M
High-Strength Low-Alloy Columbium-Vanadium Steel
A573/A573M
Structural Carbon Steel Plates of Improved Toughness
A588/A588M
High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. [100 mm] Thick
A633/A633M
Normalized High-Strength Low-Alloy Structural Steel Plates
A656/A656M
Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability
A690/A690M
High-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments
A709/A709M
Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
A710/A710M
Age-Hardening Low-Carbon Nickel-Copper-Chromium-Mo- lybdenum-Columbium Alloy Structural Steel Plates
A769/A769M
Carbon and High-Strength Electric Resistance Welded Steel Structural Shapes
A786/A786M
Rolled Steel Floor Plates
A827/A827M
Plates, Carbon Steel, for Forging and Similar Applications
A829/A829M
Plates, Alloy Steel, Structural Quality
A830/A830M
Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements
A857/A857M
Steel Sheet Piling, Cold Formed, Light Gage
A871/A871M
High-Strength Low-Alloy Structural Steel Plate With Atmospheric Corrosion Resistance
A913/A913M
High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)
A945/A945M
High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness
A950/A950M
Fusion Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
A992/A992M
Steel for Structural Shapes for Use in Building Framing
A1043/A1043M
Structural Steel with Low Yield to Tensile Ratio for Use in Buildings
A1066/A1066M
High-Strength Low-Alloy Structural Steel Plate Produced by Thermo-Mechanical Controlled Process (TMCP)
1.2Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables 1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to Annex A1 is mandatory when the “M” specification designation is used.
1.3Annex A2 lists the dimensions of some shape profiles.
1.4Appendix X1 provides information on coil as a source of structural products.
1.5Appendix X2 provides information on the variability of tensile properties in plates and structural shapes.
1.6Appendix X3 provides information on weldability.
1.7Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.
1.8This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order.
1.9In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.
1.10Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.
1.11For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E29.
1.12The text of this general requirements specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.
1.13The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.
1.14This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; however, unless the order specifies the applicable “M” specification designation (SI units), the structural product is furnished to inch-pound units.
1.15This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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