ASTM F1852-02

Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

SCOPE
1.1 This specification covers two types of heat treated, steel, tension control bolt-nut-washer assemblies, also referred to as "sets". These assemblies are capable of developing a minimum predetermined tension when installed by applying torque to the nut, while at the same time applying a counter torque to separate the spline end from the body of the bolt using an appropriate spline drive installation tool.
1.2 An assembly consists of a tension control bolt with spline end (covered by this specification) and a suitable nut and washer covered by reference to applicable ASTM specifications.
1.3 The fastener assemblies are intended for use in structural connections. These connections, installation procedures, and the use of alternate design structural bolts are covered under the requirements of the "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts", approved by the Research Council on Structural Connection.
1.4 The assemblies are available with either round (button or dome) heads, heavy hex structural heads, or alternate design heads described in Section 10 and Fig. 1, in sizes 1/2 to 1 1/8 in. inclusive, in two types specified in Section 4.
1.5 Tension control bolts manufactured and marked in accordance with the requirements of Specification A 325, and conforming to the dimensional and other requirements of this specification, will be considered an acceptable alternate under this specification for two years following initial publication.
1.6 The following precautionary statement pertains only to the test method portions, Sections 13 and 14, of this Specification: This 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.

General Information

• Status: Historical
• Publication Date: 09-Dec-2002
• ICS: 21.060.01 - Fasteners in general
• Technical Committee: F16 - Fasteners
• Drafting Committee: F16.02 - Steel Bolts, Studs and Nuts

Relations

• Replaces: ASTM F1852-00 - Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength
• Effective Date: 10-Dec-2002
• Replaced By: ASTM F1852-04 - Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength
• Effective Date: 01-Jan-2004
• Referred By: ASTM F959/F959M-17a - Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners, Inch and Metric Series
• Effective Date: 10-Dec-2002

Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: F 1852 – 02
Standard Specification for
“Twist Off” Type Tension Control Structural Bolt/Nut/Washer
Assemblies, Steel, Heat Treated, 120/105 ksi Minimum
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Tensile Strength
This standard is issued under the fixed designation F 1852; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope * 2. Referenced Documents
1.1 This specification covers two types of heat treated, steel, 2.1 ASTM Standards:
tension control bolt-nut-washer assemblies, also referred to as A 29/A 29M Specification for Steel Bars, Carbon and
“sets”. These assemblies are capable of developing a minimum Alloy, Hot Wrought and Cold Finished, General Require-
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predetermined tension when installed by applying torque to the ments for
nut, while at the same time applying a counter torque to A 194/A 194M Specification for Carbon and Alloy Steel
separate the spline end from the body of the bolt using an Nuts for Bolts for High-Pressure and High-Temperature
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appropriate spline drive installation tool. Service
1.2 An assembly consists of a tension control bolt with A 242/A 242M Specification for High-Strength Low-Alloy
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spline end (covered by this specification) and a suitable nut and Structural Steel
washer covered by reference to applicable ASTM specifica- A 325 Specification for Structural Bolts, Steel, Heat
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tions. Treated, 120/105 ksi Minimum tensile Strength
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1.3 The fastener assemblies are intended for use in struc- A 563 Specification for Carbon and Alloy Steel Nuts
tural connections. These connections, installation procedures, A 588/A 588M Specification for High-Strength Low-Alloy
and the use of alternate design structural bolts are covered Structural Steel with 50 KSI (345 MPa) Minimum Yield
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under the requirements of the “Specification for Structural Point to 4 Inch (100 mm) Thick
Joints Using ASTM A 325 or A 490 Bolts”, approved by the A 709/A 709M Specification for Carbon and High Strength
Research Council on Structural Connection. Low-Alloy Structural Steel Shapes, Plates, and Bars and
1.4 The assemblies are available with either round (button Quenched and Tempered Allow Structural Steel Plates for
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or dome) heads, heavy hex structural heads, or alternate design Bridges
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heads described in Section 10 and Fig. 1, in sizes ⁄2 to 1 ⁄8 in. A 751 Test Methods, Practices, and Terminology for
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inclusive, in two types specified in Section 4. Chemical Analysis of Steel Products
1.5 Tension control bolts manufactured and marked in A 871/A 871M Specification for High-Strength Low Alloy
accordance with the requirements of Specification A 325, and Structural Steel Plate with Atmospheric Corrosion Resis-
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conforming to the dimensional and other requirements of this tance
specification, will be considered an acceptable alternate under B 695 Specification for Coatings of Zinc Mechanically
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this specification for two years following initial publication. Deposited on Iron and Steel
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1.6 The following precautionary statement pertains only to D 3951 Practice for Commercial Packaging
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the test method portions, Sections 13 and 14, of this Specifi- F 436 Specification for Hardened Steel Washers
cation: This standard does not purport to address all of the F 606 Test Methods for Determining the Mechanical Prop-
safety concerns, if any, associated with its use. It is the erties of Externally and Internally Threaded Fasteners,
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responsibility of the user of this standard to establish appro- Washers, and Rivets
priate safety and health practices and determine the applica- F 788/F 788M Specification for Surface Discontinuities of
bility of regulatory limitations prior to use.
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Annual Book of ASTM Standards, Vol 01.05.
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This specification is under the jurisdiction of ASTM Committee F16 on Annual Book of ASTM Standards, Vol 01.01.
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Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts, Annual Book of ASTM Standards, Vo 01.04.
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Nuts, Rivets and Washers. Annual Book of ASTM Standards, Vol 01.08.
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Current edition approved Dec. 10, 2002. Published January 2003. Originally Annual Book of ASTM Standards, Vol 02.05.
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approved in 1998. Last previous approved in 2000 as F 1852–00. Annual Book of ASTM Standards, Vol 15.09.
*A Summary of Changes section appears at the end of this standard.
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest informat
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