Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS)

ABSTRACT
This specification covers cold-formed welded carbon steel hollow structural sections (HSS) for welded or bolted construction that are used in, although not limited to, buildings, bridges, towers, cranes, sign supports and poles, off-shore production and drilling platforms, roll-over protective structures (ROPS), falling object protective structures (FOPS), and amusement rides. This HSS is produced in welded sizes with a periphery of not more than 88 in. [2235 mm] as well as a specified nominal wall thickness of at least 0.148 in. [3.8 mm] and not more than 0.875 in. [22 mm]. The standard addresses areas such as ordering information, the steel-making process, HSS manufacture, heat analysis, product analysis, tensile requirements, flattening test, permissible variations in dimensions, number of tests, retests, test methods, rejection, certification, product marking, packing and loading, and government procurement.
SCOPE
1.1 This specification covers cold-formed welded carbon steel hollow structural sections (HSS) for welded or bolted construction. These shapes are utilized in but not limited to the following applications: buildings, bridges, towers, cranes, sign supports and poles, off-shore production and drilling platforms, roll-over protective structures (ROPS), falling object protective structures (FOPS), and amusement rides.  
1.2 This HSS is produced in welded sizes with a periphery of 88 in. [2235 mm] or less, and a specified nominal wall thickness of 0.148 in. [3.8 mm] or greater and 0.875 in. [22 mm] or less.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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. The inch-pound units shall apply unless the “M” designation of this specification is specified in the order.  
1.4 The text of this specification contains notes and footnotes that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:A1085/A1085M −15
Standard Specification for
Cold-Formed Welded Carbon Steel Hollow Structural
1
Sections (HSS)
This standard is issued under the fixed designation A1085/A1085M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* A751 Test Methods, Practices, and Terminology for Chemi-
cal Analysis of Steel Products
1.1 This specification covers cold-formed welded carbon
A941 TerminologyRelatingtoSteel,StainlessSteel,Related
steel hollow structural sections (HSS) for welded or bolted
Alloys, and Ferroalloys
construction. These shapes are utilized in but not limited to the
3
2.2 Military Standard:
following applications: buildings, bridges, towers, cranes, sign
MIL-STD-129 Marking for Shipment and Storage
supportsandpoles,off-shoreproductionanddrillingplatforms,
4
2.3 Federal Standards:
roll-overprotectivestructures(ROPS),fallingobjectprotective
Fed. Std. No. 123 Marking for Shipment
structures (FOPS), and amusement rides.
Fed. Std. No. 183 Continuous Identification Marking of Iron
1.2 This HSS is produced in welded sizes with a periphery
and Steel Products
of 88 in. [2235 mm] or less, and a specified nominal wall 5
2.4 AIAG Standard:
thickness of 0.148 in. [3.8 mm] or greater and 0.875 in. [22
B-1 Bar Code Symbology Standard
mm] or less.
3. Terminology
1.3 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. Within the text, the 3.1 Definitions—For definitions of terms used in this
SI units are shown in brackets. The values stated in each specification, refer to Terminology A941.
system may not be exact equivalents; therefore, each system
4. Ordering Information
shall be used independently of the other. Combining values
from the two systems may result in non-conformance with the
4.1 Orders for material under this specification shall contain
standard. The inch-pound units shall apply unless the “M” information concerning as many of the following items as are
designation of this specification is specified in the order.
required to describe the desired material adequately:
4.1.1 Quantity (feet [metres] or number of lengths),
1.4 The text of this specification contains notes and foot-
4.1.2 Name of material (cold-formed HSS),
notes that provide explanatory material. Such notes and
4.1.3 Size (outside diameter and wall thickness for round
footnotes, excluding those in tables and figures, do not contain
HSS, and outside dimensions and wall thickness for square and
any mandatory requirements.
rectangular HSS),
4.1.4 Length (random, multiple, specific; see 12.4),
2. Referenced Documents
4.1.5 End condition (see 17.3),
2
2.1 ASTM Standards:
4.1.6 Burr removal (see 17.3),
A370 Test Methods and Definitions for Mechanical Testing
4.1.7 Certification (see Section 19),
of Steel Products
4.1.8 ASTM specification designation and year of issue,
A700 Guide for Packaging, Marking, and Loading Methods
4.1.9 End use,
for Steel Products for Shipment
4.1.10 Special requirements,
4.1.11 Bar coding (see 20.3),
4.1.12 Packing, Marking and Loading (see Section 21), and
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
3
A01.09 on Carbon Steel Tubular Products. Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
Current edition approved Nov. 15, 2015. Published November 2015. Originally Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://
approved in 2013. Last previous edition approved in 2013 as A1085–13. DOI: dodssp.daps.dla.mil.
4
10.1520/A1085_A1085M-15. AvailablefromU.S.GovernmentPrintingOfficeSuperintendentofDocuments,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http://
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM www.access.gpo.gov.
5
Standards volume information, refer to the standard’s Document Summary page on Available fromAutomotive IndustryAction Group (AIAG), 26200 Lahser Rd.,
the ASTM website. Suite 200, Southfield, MI 48033, http://www.aiag.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
A1085/A1085M−15
4.1.13 Supplementary requirement, if any, including the be in accordance with Test Methods, Practices, and Terminol-
additional requirement called for in the supplementary require- ogy A751. Such product analy
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: A1085 − 13 A1085/A1085M − 15
Standard Specification for
Cold-Formed Welded Carbon Steel Hollow Structural
1
Sections (HSS)
This standard is issued under the fixed designation A1085;A1085/A1085M; the number immediately following the designation indicates
the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope Scope*
1.1 This specification covers cold-formed welded carbon steel hollow structural sections (HSS) for welded or bolted
construction. These shapes are utilized in but not limited to the following applications: buildings, bridges, towers, cranes, sign
supports and poles, off-shore production and drilling platforms, roll-over protective structures (ROPS), falling object protective
structures (FOPS), and amusement rides.
1.2 This HSS is produced in welded sizes with a periphery of 88 in. [2235 mm] or less, and a specified nominal wall thickness
of 0.148 in. [3.8 mm] or greater and 0.875 in. [22 mm] or less.
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the SI units
are shown in brackets. 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. The
inch-pound units shall apply unless the “M” designation of this specification is specified in the order.
1.4 The text of this specification contains notes and footnotes that provide explanatory material. Such notes and footnotes,
excluding those in tables and figures, do not contain any mandatory requirements.
2. Referenced Documents
2
2.1 ASTM Standards:
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A700 Guide for Packaging, Marking, and Loading Methods for Steel Products for Shipment
A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products
A941 Terminology Relating to Steel, Stainless Steel, Related Alloys, and Ferroalloys
3
2.2 Military Standard:
MIL-STD-129 Marking for Shipment and Storage
4
2.3 Federal Standards:
Fed. Std. No. 123 Marking for Shipment
Fed. Std. No. 183 Continuous Identification Marking of Iron and Steel Products
5
2.4 AIAG Standard:
B-1 Bar Code Symbology Standard
3. Terminology
3.1 Definitions—For definitions of terms used in this specification, refer to Terminology A941.
1
This test method specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of
Subcommittee A01.09 on Carbon Steel Tubular Products.
Current edition approved April 1, 2013Nov. 15, 2015. Published April 2013November 2015. Originally approved in 2013. Last previous edition approved in 2013 as
A1085–13. DOI: 10.1520/A1085-13.10.1520/A1085_A1085M-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http://dodssp.daps.dla.mil.
4
Available from U.S. Government Printing Office Superintendent of Documents, 732 N. Capitol St., NW, Mail Stop: SDE, Washington, DC 20401, http://
www.access.gpo.gov.
5
Available from Automotive Industry Action Group (AIAG), 26200 Lahser Rd., Suite 200, Southfield, MI 48033, http://www.aiag.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
A1085/A1085M − 15
4. Ordering Information
4.1 Orders for material under this specification shall contain information concerning as many of the following items as are
required to describe the desired material adequately:
4.1.1 Quantity (feet [meters][metres] or number of lengths),
4.1.2 Name of material (cold-formed HSS),
4.1.3 Size (outside diameter and wall thickness for round HSS, and outside dimensions and wall thickness for square and
rectangular HSS),
4.1.4 Length (random, multiple, specific; see 12.4),
4.1.5 End condition (see 17.3),
4.1.6 Burr removal (see 17.3),
4.1.7 Certification (see Section 19),
4.1.8
...

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