ASTM F1554-15e2
(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.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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´2
Designation: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.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1
ε NOTE—Editorial corrections were made to Table 1, Table 2, and 6.7.1 in April 2016.
2
ε NOTE—Editorial corrections were made to Table 2 in May 2017.
1. Scope* 2. Referenced Documents
2
1.1 This specification covers straight, bent, headed, and 2.1 ASTM Standards:
headless anchor bolts (also known as anchor rods) made of A6/A6MSpecification for General Requirements for Rolled
carbon, medium carbon boron, alloy, or high-strength low- Structural Steel Bars, Plates, Shapes, and Sheet Piling
alloysteel.Itprovidesforanchorboltsinthreestrengthgrades, A194/A194MSpecification for Carbon Steel, Alloy Steel,
two thread classes, and in the diameters specified in Section 4. and Stainless Steel Nuts for Bolts for High Pressure or
The specification also covers all-thread rod for use in anchor- High Temperature Service, or Both
ing to concrete. References to anchor bolts in this standard do A370Test Methods and Definitions for Mechanical Testing
not necessarily exclude all-thread rod. of Steel Products
A563Specification for Carbon and Alloy Steel Nuts
1.2 Anchor bolts are intended for anchoring structural
A673/A673MSpecification for Sampling Procedure for Im-
supports to concrete foundations. Such structural supports
pact Testing of Structural Steel
include building columns, column supports for highway signs,
A751Test Methods, Practices, and Terminology for Chemi-
street lighting and traffic signals, steel bearing plates, and
cal Analysis of Steel Products
similar applications.
B695Specification for Coatings of Zinc Mechanically De-
1.3 Supplementary requirements are included to provide for
posited on Iron and Steel
Grade 55 weldable steel, permanent manufacturers and grade
F436Specification for Hardened Steel Washers (Metric)
identification, and impact properties for Grades 55 and 105.
F0436_F0436M
1.4 Zinc coating requirements are in Section 7. F606/F606MTest Methods for Determining the Mechanical
Properties of Externally and Internally Threaded
1.5 Suitable nuts and washers are listed in 6.7. Washers are
Fasteners, Washers, Direct Tension Indicators, and Rivets
detailed in 6.8.
F1789Terminology for F16 Mechanical Fasteners
1.6 This specification does not cover mechanical expansion
F2329/F2329MSpecification for Zinc Coating, Hot-Dip,
anchors, powder-activated nails or studs, or anchor bolts
Requirements for Application to Carbon and Alloy Steel
fabricated from deformed bar.
Bolts, Screws, Washers, Nuts, and Special Threaded
Fasteners
1.7 The values stated in inch-pound units are to be regarded
3
as the standard. The values given in parentheses are for
2.2 American Institute of Steel Construction:
information only.
Design Guide 1: Base Plate and Anchor Rod Design
4
1.8 This international standard was developed in accor- 2.3 ASME Standards:
dance with internationally recognized principles on standard- B1.1Unified Inch Screw Threads (UN and UNR Thread
ization established in the Decision on Principles for the Form)
B1.3Screw Thread Gaging Systems forAcceptability: Inch
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
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
1
This specification is under the jurisdiction of ASTM Committee F16 on the ASTM website.
3
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts, American Institute of Steel Construction, One East Wacker Drive, Suite 700,
Nuts, Rivets and Washers. Chicago, IL 60601
4
Current edition approved Sept. 1, 2015. Published November 2015. Originally Available from American Society of Mechanical Engineers (ASME), ASME
ɛ1
approved in 1994. Last previous edition approved in 2007 as F1554–07a . DOI: International Headquarters, Three Park Ave., New York, NY 10016-5990, http://
10.1520/F1554-15E02. 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 ----------------------
´2
F1554−15
long,3.0-in.threadlength,4.0-in.hook;zinc-coatedbyhotdipping5.0in.
and Metric Screw Threads (UN, UNR, UNJ, M
...
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.
´2 ´2
Designation: F1554 − 15 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—Editorial corrections were made to Table 1,Table Table 2, 1, Table 2, and 6.7.1 in April 2016.
2
ε NOTE—Editorial corrections were made to Table 2 in May 2017.
1. 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.
1.8 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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
F436 Specification for Hardened Steel Washers (Metric) F0436_F0436M
F606/F606M Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners,
Washers, 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.
ɛ1
Current edition approved Sept. 1, 2015. Published November 2015. Originally approved in 1994. Last previous edition approved in 2007 as F1554 – 07a . DOI:
10.1520/F1554-15E01.10.1520/F1554-15E02.
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 ----------------------
´2
F1554 − 15
TABLE 1 Chemical Composition Requirements
Grades 55
Grade 36
and 105
3 7
Element Diameters up to ⁄4, Over ⁄8 to 4, All
incl incl Diameters
Carbon, max, %
Heat 0.25 0.25 .
Product 0.28 0.28 .
Manganese, %
Heat . 0.60–0.90 .
Product . 0.54–0.98 .
Phosphorus, max, %
Heat 0.04 0.04 0.04
†
Product 0.05 0.05 0.048
Sulfur, max, %
Heat 0.05 0.05 0.05
†
Product 0.06 0.06 0.058
Copper, min, % (when
specified)
Heat 0
...
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