Civil Engineering Association
Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 & 2000) - Printable Version

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Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 & 2000) - Ultra Zone - 11-17-2009

Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 &2000)

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This RCSC Specification is a companion to AISC 350-99 that extends coverage to the use of ASTM A325, F1852 and A490 high-strength bolts in steel-to-steel structural connections, including materials, design, installation, and inspection.

Source: The Research Council on Structural Connections (RCSC).




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RE: Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 & 2000) - ir_71 - 03-11-2011

Specification for Structural Joints Using High-Strength Bolts

Author: RCSC Committee A.1 | Size: 1.7 MB | Format: PDF | Publisher: RCSC | Year: 2010 | pages: 100

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Scope
This Specification covers the design of bolted joints and the installation and inspection of the assemblies of fastener components listed in Section 1.3, the use of alternative-design fasteners as permitted in Section 2.8 and alternative washer-type indicating devices as permitted in Section 2.6.2, in structural steel joints. This Specification relates only to those aspects of the connected materials that bear upon the performance of the fastener components. The Symbols, Glossary and Appendices are a part of this Specification. Commentary:
This Specification deals principally with two strength grades of high-strength bolts, ASTM A325 and A490, and with their design, installation and inspection in structural steel joints. Equivalent fasteners, however, such as ASTM F1852 (equivalent to ASTM A325) and F2280 (equivalent to ASTM A490) twist-offtype tension-control bolt assemblies, are also covered. These provisions may not be relied upon for high-strength fasteners of other chemical composition, mechanical properties, or size. These provisions do not apply when material other than steel is included in the grip; nor are they applicable to anchor rods. This Specification relates only to the performance of fasteners in structural steel joints and those few aspects of the connected material that affect this performance. Many other aspects of connection design and fabrication are of equal importance and must not be overlooked. For more general information on design and issues relating to high-strength bolting and the connected material, refer to current steel design textbooks and the Guide to Design Criteria for Bolted and Riveted Joints, 2nd Edition (Kulak et al., 1987).

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RE: Specification for Structural Joints Using ASTM A325 or A490 Bolts (2004 & 2000) - jonygut - 03-24-2021

Specification for Structural Joints Using High-Strength Bolts RCSC



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  • Author(s): RCSC Committee A.1
  • Published By: RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
  • Published Year: June 11, 2020
  • Size: 2.00 MB
  • Quality: Original Preprint
  • Related Link:
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  • Abstract: The purpose of the Research Council on Structural Connections (RCSC) is:
    (1) To stimulate and support such investigation as may be deemed necessary and valuable to determine the suitability, strength, and behavior of various types of structural
    connections;
    (2) To promote the knowledge of economical and efficient practices relating to such
    structural connections; and
    (3) To prepare and publish related specifications and such other documents as necessary
    to achieve its purpose.

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Supersedes the August 1, 2014
Specification for Structural Joints Using High-Strength Bolts


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