ASTM F1554-15
(Specification)Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
ABSTRACT
This specification covers the chemical, mechanical, and dimensional requirements, and associated test methods for straight and bent, headed and headless anchor bolts (also known as anchor rods) made of carbon, carbon boron, alloy, or high-strength low-alloy steel and having specified yield strengths. The anchor bolts are furnished in three strength grades, two thread classes, and various sizes, and are intended for anchoring structural supports to concrete foundations such as building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. This specification, however, does not cover the requirements for mechanical expansion anchors, powder-activated nails or studs, and anchor bolts fabricated from deformed bars. The bolts shall adhere to specified elemental chemical compositions as examined by heat and product analysis. They shall also be tested for their conformance with mechanical properties such as tensile strength, yield strength, elongation, reduction of area, and stress area. The anchor bolts shall also meet specified values for nominal size, body diameter, bend section, length, bend angle, and coated length.
SCOPE
1.1 This specification covers straight, bent, headed, and headless anchor bolts (also known as anchor rods) made of carbon, medium carbon boron, alloy, or high-strength low-alloy steel. It provides for anchor bolts in three strength grades, two thread classes, and in the diameters specified in Section 4. The specification also covers all-thread rod for use in anchoring to concrete. References to anchor bolts in this standard do not necessarily exclude all-thread rod.
1.2 Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications.
1.3 Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade identification, and impact properties for Grades 55 and 105.
1.4 Zinc coating requirements are in Section 7.
1.5 Suitable nuts and washers are listed in 6.7. Washers are detailed in 6.8.
1.6 This specification does not cover mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar.
1.7 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
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Designation:F1554 −15
StandardSpecification for
1
Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
This standard is issued under the fixed designation F1554; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* and Stainless Steel Nuts for Bolts for High Pressure or
High Temperature Service, or Both
1.1 This specification covers straight, bent, headed, and
A370Test Methods and Definitions for Mechanical Testing
headless anchor bolts (also known as anchor rods) made of
of Steel Products
carbon, medium carbon boron, alloy, or high-strength low-
A563Specification for Carbon and Alloy Steel Nuts
alloysteel.Itprovidesforanchorboltsinthreestrengthgrades,
A673/A673MSpecification for Sampling Procedure for Im-
two thread classes, and in the diameters specified in Section 4.
pact Testing of Structural Steel
The specification also covers all-thread rod for use in anchor-
A751Test Methods, Practices, and Terminology for Chemi-
ing to concrete. References to anchor bolts in this standard do
cal Analysis of Steel Products
not necessarily exclude all-thread rod.
B695Specification for Coatings of Zinc Mechanically De-
1.2 Anchor bolts are intended for anchoring structural
posited on Iron and Steel
supports to concrete foundations. Such structural supports
F436Specification for Hardened Steel Washers
include building columns, column supports for highway signs,
F606/F606MTest Methods for Determining the Mechanical
street lighting and traffic signals, steel bearing plates, and
Properties of Externally and Internally Threaded
similar applications.
Fasteners, Washers, Direct Tension Indicators, and Rivets
F1789Terminology for F16 Mechanical Fasteners
1.3 Supplementary requirements are included to provide for
Grade 55 weldable steel, permanent manufacturers and grade F2329/F2329MSpecification for Zinc Coating, Hot-Dip,
Requirements for Application to Carbon and Alloy Steel
identification, and impact properties for Grades 55 and 105.
Bolts, Screws, Washers, Nuts, and Special Threaded
1.4 Zinc coating requirements are in Section 7.
Fasteners
1.5 Suitable nuts and washers are listed in 6.7. Washers are 3
2.2 American Institute of Steel Construction:
detailed in 6.8.
Design Guide 1: Base Plate and Anchor Rod Design
4
1.6 This specification does not cover mechanical expansion
2.3 ASME Standards:
anchors, powder-activated nails or studs, or anchor bolts
B1.1Unified Inch Screw Threads (UN and UNR Thread
fabricated from deformed bar.
Form)
B1.3Screw Thread Gaging Systems forAcceptability: Inch
1.7 The values stated in inch-pound units are to be regarded
and Metric Screw Threads (UN, UNR, UNJ, M MJ)
as the standard. The values given in parentheses are for
B18.2.1Square, Hex, Heavy Hex, and Askew Head Bolts
information only.
and Hex, Heavy Hex, Hex Flange, Lobed Head, and Lag
2. Referenced Documents Screws (Inch Series)
2 B18.2.2 Square and Hex Nuts
2.1 ASTM Standards:
B18.18Quality Assurance for Fasteners
A6/A6MSpecification for General Requirements for Rolled
Structural Steel Bars, Plates, Shapes, and Sheet Piling
3. Terminology
A194/A194MSpecification for Carbon Steel, Alloy Steel,
3.1 Definitions of Terms Specific to This Standard:
3.1.1 anchor bolt—steel fastener, typically made from bar
1
This specification is under the jurisdiction of ASTM Committee F16 on
stock or wire, and partially or fully threaded, one end of which
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,
is intended to be cast in concrete, while the opposite end
Nuts, Rivets and Washers.
Current edition approved Sept. 1, 2015. Published November 2015. Originally
ɛ1
approved in 1994. Last previous edition approved in 2007 as F1554–07a . DOI:
3
10.1520/F1554-15. American Institute of Steel Construction, One East Wacker Drive, Suite 700,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Chicago, IL 60601
4
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from American Society of Mechanical Engineers (ASME), ASME
Standards volume information, refer to the standard’s Document Summary page on International Headquarters, Three Park Ave., New York, NY 10016-5990, http://
the ASTM website. www.asme.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 ----------------------
F1554−15
projects from the concrete, for anchoring other material. The 6.3.1 Grade 105 bolts (or their raw material) shall be heat
end cast in con
...
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.
´1
Designation: F1554 − 07a F1554 − 15
Standard Specification for
1
Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
This standard is issued under the fixed designation F1554; 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
ε NOTE—Table S1.2 was editorially corrected in October 2011.
1. Scope*
1.1 This specification covers straight and bent, headed and headless, carbon, straight, bent, headed, and headless anchor bolts
(also known as anchor rods) made of carbon, medium carbon boron, alloy, or high-strength low-alloy steel anchor bolts (also
known as anchor rods). The anchor bolts are furnished steel. It provides for anchor bolts in three strength grades, two thread
classes, and in the sizesdiameters specified in Section 4. The specification also covers all-thread rod for use in anchoring to
concrete. References to anchor bolts in this standard do not necessarily exclude all-thread rod.
1.2 The anchor Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports
include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar
applications.
1.3 Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade
identification, and impact properties for Grades 55 and 105.
1.4 Zinc coating requirements are included in Section 7 for applications requiring corrosion protection.
1.5 The recommended grade and style of nut and washer are includedSuitable nuts and washers are listed in 6.66.7 and. Washers
6.7 for eachare detailed in 6.8grade. .
1.6 This specification does not cover the requirements for mechanical expansion anchors, powder-activated nails or studs, or
anchor bolts fabricated from deformed bar.
1.7 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
2. Referenced Documents
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
A194/A194M Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High Pressure or High
Temperature Service, or Both
A370 Test Methods and Definitions for Mechanical Testing of Steel Products
A563 Specification for Carbon and Alloy Steel Nuts
A673/A673M Specification for Sampling Procedure for Impact Testing of Structural Steel
A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products
B695 Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel
D3951 Practice for Commercial Packaging
F436 Specification for Hardened Steel Washers
F606F606/F606M Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners,
Washers, and Rivets (Metric) F0606_F0606M Direct Tension Indicators, and Rivets
F1789 Terminology for F16 Mechanical Fasteners
1
This specification is under the jurisdiction of ASTM Committee F16 on Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts, Nuts, Rivets
and Washers.
Current edition approved Dec. 1, 2007Sept. 1, 2015. Published January 2008November 2015. Originally approved in 1994. Last previous edition approved in 2007 as
ɛ1
F1554 – 07.F1554 – 07a . DOI: 10.1520/F1554-07A.10.1520/F1554-15.
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.
*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 ----------------------
F1554 − 15
F2329F2329/F2329M Specification for Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy Steel Bolts,
Screws, Washers, Nuts, and Special Threaded Fasteners
3
2.2 Research Council on Structural Connections Standard:American Institute of Steel Construction:
Specification for Structural Joints Using ASTMDesign Guide 1: Base Plate and A325 orAnchor Rod A490 BoltsDesign
4
2.3 ASME Standards:
B 1.1 Unified Inch Screw Threads (UN and UNR Thread F
...
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