Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework

ABSTRACT
This specification covers the strength and protective coating requirements for industrial steel chain link fence framework. Maximum allowable heights of framework and post spacing are to be based on chain link fence fabric mesh size and gages, and specified wind loads. Coatings shall be classified as: external coatings (Type A, B, and C) and internal coatings (Type A, B, C, and D). Zinc used for coating shall be any grade of zinc conforming to the requirements and shall be applied by the hot-dip method. Strength test, tension test, adhesion test, and cross hatch test shall be performed to meet the specified requirements.
SCOPE
1.1 This specification covers the strength and protective coating requirements for industrial steel fence framework. The intended use is for all types of fence, including but not limited to, chain link, expanded metal, wire mesh both welded and woven, PVC and wood. Consult fencing product manufacturer for post spacing requirements. Post spacings for chain link fence are not to exceed 10 ft. (For additional information, see CLFMI Guide WLG2445.)  
1.1.1 Caution Regarding Windload—If additives to the fence, such as windscreen, inserts, or signage are required, it is advisable to use stronger framework and fittings, to reduce the on-center spacing of posts, or to add back bracing. Factors to consider when determining windload include the type of screening material to be used, area of fence to be covered and local wind conditions.  
1.2 Posts and rails may have any cross-sectional shape meeting the requirements herein. The shapes may be formed and welded, cold formed, hot rolled, or extruded.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:F1043 −16
StandardSpecification for
Strength and Protective Coatings on Steel Industrial Fence
1
Framework
This standard is issued under the fixed designation F1043; 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 E8 Test Methods for Tension Testing of Metallic Materials
E376 Practice for Measuring Coating Thickness by
1.1 This specification covers the strength and protective
Magnetic-Field or Eddy-Current (Electromagnetic) Test-
coating requirements for industrial steel fence framework. The
ing Methods
intended use is for all types of fence, including but not limited
F552 Terminology Relating to Chain Link Fencing
to, chain link, expanded metal, wire mesh both welded and
F934 Specification for Colors for Polymer-Coated Chain
woven, PVC and wood. Consult fencing product manufacturer
Link Fence Materials
for post spacing requirements. Post spacings for chain link
F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-
fence are not to exceed 10 ft. (For additional information, see
Coated (Galvanized) Welded, for Fence Structures
CLFMI Guide WLG2445.)
G155 Practice for Operating XenonArc LightApparatus for
1.1.1 Caution Regarding Windload—If additives to the
Exposure of Non-Metallic Materials
fence, such as windscreen, inserts, or signage are required, it is
2.2 Other Documents:
advisable to use stronger framework and fittings, to reduce the
WLG2445 CLFMI Guide for the Selection of Line Post
on-center spacing of posts, or to add back bracing. Factors to
3
Spacings
consider when determining windload include the type of
screening material to be used, area of fence to be covered and
3. Terminology
local wind conditions.
3.1 Definitions:
1.2 Posts and rails may have any cross-sectional shape
3.1.1 posts—vertical members of the fence.
meeting the requirements herein. The shapes may be formed
3.1.1.1 Discussion—End, corner, and pull posts are posts at
and welded, cold formed, hot rolled, or extruded.
which fencing material terminates. Gateposts are posts to
which gates are either attached or latched. Line posts are posts
1.3 The values stated in inch-pound units are to be regarded
that occur in a line of fence in which the fencing material
as standard. The values given in parentheses are mathematical
passes and to which it is secured.
conversions to SI units that are provided for information only
and are not considered standard.
3.1.2 rails—horizontal members of the fence.
3.1.2.1 Discussion—May be top, bottom, intermediate or
2. Referenced Documents
brace rails.
2
2.1 ASTM Standards:
3.1.3 The dimensional terminology is shown in Fig. 1.
A90/A90M Test Method for Weight [Mass] of Coating on
3.1.4 The relationship of measured dimension (used
Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
throughout) to trade and industry usage is shown in Table 1.
B6 Specification for Zinc
3.1.5 open sections—non-tubular framework sections (such
D1499 Practice for Filtered Open-Flame Carbon-Arc Expo-
as C-posts, and roll-formed top rail).
sures of Plastics
3.1.6 polymer coatings—examples of some polymer coat-
D3359 Test Methods for Measuring Adhesion by Tape Test
ings are acrylic urethane, polyurethane, polyvinyl chloride
(PVC), polyester, and polyolefin elastomer.
1
This specification is under the jurisdiction ofASTM Committee F14 on Fences
3.1.7 See Terminology F552 for definitions of other terms.
and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and
Wire Accessories.
4. Ordering Information
Current edition approved Feb. 1, 2016. Published February 2016. Originally
approved in 1995. Last previous edition approved in 2014 as F1043 - 14. DOI:
4.1 Orders for steel fence framework purchased to this
10.1520/F1043-16.
specification shall include the following information:
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
3
Standards volume information, refer to the standard’s Document Summary page on AvailablefromChainLinkFenceManufacturersInstitute,10015OldColumbia
the ASTM website. Road, Suite B-215, Columbia, MD 21046, http://www.chainlinkinfo.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F1043−16
TABLE 2 Definitions of Fence Framework Materials Design
Material Description of Material
Group IA Steel pipe shall be produced to conform to Specification
Round Steel Pipe F1083, standard weight (Schedule 40). Weight shall not
vary more than 10 % ± from that pre
...

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: F1043 − 14 F1043 − 16
Standard Specification for
Strength and Protective Coatings on Steel Industrial Fence
1
Framework
This standard is issued under the fixed designation F1043; 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
1.1 This specification covers the strength and protective coating requirements for industrial steel fence framework. The intended
use is for all types of fence, including but not limited to, chain link, expanded metal, wire mesh both welded and woven, PVC and
wood. Consult fencing product manufacturer for post spacing requirements. Post spacings for chain link fence are not to exceed
10 ft. (For additional information, see CLFMI Guide WLG2445.)
1.1.1 Caution Regarding Windload—If additives to the fence, such as windscreen, inserts, or signage are required, it is advisable
to use stronger framework and fittings, to reduce the on-center spacing of posts, or to add back bracing. Factors to consider when
determining windload include the type of screening material to be used, area of fence to be covered and local wind conditions.
1.2 Posts and rails may have any cross-sectional shape meeting the requirements herein. The shapes may be formed and welded,
cold formed, hot rolled, or extruded.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
2. Referenced Documents
2
2.1 ASTM Standards:
A90/A90M Test Method for Weight [Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings
B6 Specification for Zinc
D1499 Practice for Filtered Open-Flame Carbon-Arc Exposures of Plastics
D3359 Test Methods for Measuring Adhesion by Tape Test
E8 Test Methods for Tension Testing of Metallic Materials
E376 Practice for Measuring Coating Thickness by Magnetic-Field or Eddy-Current (Electromagnetic) Testing Methods
F552 Terminology Relating to Chain Link Fencing
F934 Specification for Colors for Polymer-Coated Chain Link Fence Materials
F1083 Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures
G155 Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials
2.2 Other Documents:
3
WLG2445 CLFMI Guide for the Selection of Line Post Spacings
3. Terminology
3.1 Definitions:
3.1.1 posts—vertical members of the fence.
1
This specification is under the jurisdiction of ASTM Committee F14 on Fences and is the direct responsibility of Subcommittee F14.40 on Chain Link Fence and Wire
Accessories.
Current edition approved Oct. 1, 2014Feb. 1, 2016. Published October 2014February 2016. Originally approved in 1995. Last previous edition approved in 20122014 as
F1043 - 13.F1043 - 14. DOI: 10.1520/F1043-14.10.1520/F1043-16.
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 Chain Link Fence Manufacturers Institute, 10015 Old Columbia Road, Suite B-215, Columbia, MD 21046, http://www.chainlinkinfo.org.
3.1.1.1 Discussion—
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
F1043 − 16
End, corner, and pull posts are posts at which fencing material terminates. Gateposts are posts to which gates are either attached
or latched. Line posts are posts that occur in a line of fence in which the fencing material passes and to which it is secured.
3.1.2 rails—horizontal members of the fence.
3.1.2.1 Discussion—
May be top, bottom, intermediate or brace rails.
3.1.3 The dimensional terminology is shown in Fig. 1.
3.1.4 The relationship of measured dimension (used throughout) to trade and industry usage is shown in Table 1.
3.1.5 open sections—non-tubular framework sections (such as C-posts, and roll-formed top rail).
3.1.6 polymer coatings—examples of some polymer coatings are acrylic urethane, polyurethane, polyvinyl chloride (PVC),
polyester, and polyolefin elastomer.
3.1.7 See Terminology F552 for definitions of other terms.
4. Ordering Information
4.1 Orders
...

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