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AISC Manual of Steel Construction, 13th Edition CD Database for STD pipes from 1/2' through. LRFD Tension Member Design 1.0 (File Repository).
WORKABLE GAGES IN ANGLE LEGS (inches) Leg 8 7 6 5 4 3-1/2 3 2-1/2 2 1-3/4 1-1/2 1-3/8 1-1/4 1 g 4-1/2 4 3-1/2 3 2-1/2 2 1-3/4 1-3/8 1-1/8 1 7/8 7/8 3/4 5/8 g1 3 2-1/2 2-1/4 2 g2 3 3 2-1/2 1-3/4 For an angle, the gage 'g' shown is the distance from the back of the member to the bolt in the angle leg, when only one row of bolts is present. For angle legs >= 5', the potential for two rows of bolts exists. Thus, the gage 'g1' is analogous to 'g' for the other angle leg, and gage 'g2' is the spacing between the first and second row of bolts. (See illustration and table in AISC 13th Edition Manual page 1-46.) Note: Other gages are permitted to suit specific requirements subject to clearances and edge distance limitations.
The Specification provides the generally applicable requirements for the design and construction of structural steel buildings and other structures. The 2016 edition of the AISC Specification and Commentary supersedes and is an update of the 2010 edition. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. Customary and S.I.
The latest version of this standard was revised June 2018. A detailed listing of the revisions made to the 2016 Specification (ANSI/AISC 360-16) compared to the 2010 edition of the Specification (ANSI/AISC 360-10) is found. The 2016 Code of Standard Practice provides a framework for a common understanding of the acceptable standards when contracting for structural steel. As such, it is useful for everyone associated with construction in structural steel.
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Unless specific provisions to the contrary are contained in the contract documents, the existing trade practices that are contained therein are considered to be the standard custom and usage of the industry and are thereby incorporated into the relationships between the parties to a contract. The 2016 edition is an ANSI-accredited standard. The latest version of this standard was revised May 2017. The RCSC specification covers the design of bolted joints and the installation and inspection of fastener assemblies in structural steel connections. The document is maintained by the Research Council on Structural Connections (RCSC) with the participation of AISC.
The AISC Shapes Database version 15.0 (v15.0) replaces v14.1 and contains electronic access to section dimensions and properties consistent with the AISC Steel Construction Manual, 15th Edition. Customary and metric units are both included. The AISC Shapes Database Version 15.0 is available in Microsoft Excel format.
Major improvements in v15.0 include: • Dimensions and properties included for the 76 new shapes added to the 15th Edition Manual • New dimensions including the 'T' and 'Workable Gage' values printed in the Manual • New 'Readme' included in the spreadsheet that serves as the glossary of the variables and provides a complete list of improvements for v15.0 The AISC Shapes Database v15.0H (Historic) replaces the v14.1H and now includes all section dimensions and properties consistent with the AISC Steel Construction Manual, 14th Edition. This resource provides electronic access to dimensions and properties of shapes published in the AISC Manual since the 5th Edition and shapes from before that era as originally published in the book Iron and Steel Beams 1873-1952 (the predecessor to AISC Design Guide 15, AISC Rehabilitation and Retrofit Guide).
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