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AISC 360-05 : Specification for Structural Steel Buildings

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ANSI/AISC 360-05 Specification for Structural Steel Buildings
WITH COMMENTARY

info:
In general the structural engineer works with two types of codes:

general building codes and design codes general building codes specify the requirements of governmental bodies for minimum design loads on structures and minimum standarts for construction.
design codes provide detailed technical standarts and are used to establish the requirements for the actual structural design
*THE ULTIMATE RESPONSIBILITY FOR THE DESIGN LIES WITH THE STRUCTURAL ENGINEER
for example

GENERAL BUILDING CODES
-Minimum design loads for buildings and other structures,ASCE 7- 98,American society of civil engineers
-international building code-2000 ,(UBC 2000)

DESIGN CODES
-building code requirements for reinforced concrete ,am conc inst(ACI)
-manual of steel construction,american institute of steel construction(AISC)
-standart specifications for highway bridges,american association of state highway and transportation officials (AASHTO)
-national design specification ,american institute of timber construction(AITC)
-manual for railway engineering,american railway engineering association(AREA)

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2010 AISC Specification and 2010 AISC Seismic Provisions (Public Review)

December 4, 2009 from American Institute of Steel Construction

(Chicago) - The AISC 2010 Specification for Structural Steel Buildings (AISC 360-10) and the 2010 Seismic Provisions for Structural Steel Buildings (AISC 341-10) are now available for public review. This is a limited third public review for these draft standards. Interested parties can access these documents by clicking on the appropriate link below.

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ANSI/AISC 360-05 Specification for Structural Steel Buildings

The Specification for Structural Steel Buildings, hereafter referred to as the Specification, shall apply to the design of the structural steel system, where the steel elements are defined in the AISC Code of Standard Practice for Steel Buildings and Bridges, Section 2.1.
This Specification includes the Symbols, the Glossary, Chapters A through M, and Appendices 1 through 7. The Commentary and the User Notes interspersed throughout are not part of the Specification. This Specification sets forth criteria for the design, fabrication, and erection of structural steel buildings and other structures, where other structures are defined as those structures designed, fabricated, and erected in a manner similar to buildings, with building-like vertical and lateral load resisting elements. Where conditions are not covered by the Specification, designs are permitted to be based on tests or analysis, subject to the approval of the authority having jurisdiction. Alternate methods of analysis and design shall be permitted, provided such alternate methods or criteria are acceptable to the authority having jurisdiction.
1. Low-Seismic Applications
When the seismic response modification coefficient, R, (as specified in the applicable building code) is taken equal to or less than 3, the design, fabrication, and erection of structural-steel-framed buildings and other structures shall comply with this Specification.
2. High-Seismic Applications
When the seismic response modification coefficient, R, (as specified in the applicable building code) is taken greater than 3, the design, fabrication and erection of structural-steel-framed buildings and other structures shall comply with the requirements in the Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341), in addition to the provisions of this Specification.
3. Nuclear Applications
The design of nuclear structures shall comply with the requirements of the Specification for the Design, Fabrication, and Erection of Steel Safety-Related Structures in Nuclear Facilities (ANSI/AISC N690) including Supplement No. 2 or the Load and Resistance Factor Design Specification for Steel Safety-Related Structures for Nuclear Facilities (ANSI/AISC N690L), in addition to the provisions of this Specification.

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AISC 360-10 Specification for Structural Steel Buildings - draft

Size: 5.35 MB | Format: PDF | Year: 2009 | pages: 315

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LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION For Structural Steel Buildings

Supersedes the Load and Resistance Factor Design Specification
for Structural Steel Buildings dated
December 1, 1993 and all previous versions.
Prepared by the
American Institute of Steel Construction, Inc.
Under the Direction of the
AISC Committee on Specifications and approved by
the AISC Board of Directors.
The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability, and applicability by a licensed engineer, architect or other professional. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Institute of Steel Construction,
Inc. or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents.
Anyone making use of this information assumes all liability arising from such use.
Caution must be exercised when relying upon other specifications and codes developed by other bodies and incorporated by reference herein since such material may be modified or amended from time to time subsequent to the printing of this edition.
The American Institute of Steel Construction, Inc. bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition.

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2010 Specification for Structural Steel Buildings (ANSI/AISC 360-10)

This specification provides the generally applicable requirements for the design and construction of structural steel buildings and other structures. The 2010 edition of the AISC Specification and Commentary supersedes and is an update of the 2005 edition. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. customary and S.I. units.

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Reference for Steel Structure

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ANSI/AISC 360-10 Specification for Structural Steel Buildings

The Specification for Structural Steel Buildings (ANSI/AISC 360), hereafter referred to as the Specification, shall apply to the design of the structural steel system or systems with structural steel acting compositely with reinforced concrete, where the steel elements are defined in the AISC Code of Standard Practice for Steel Buildings and Bridges, Section 2.1, hereafter referred to as the Code of Standard Practice. This Specification includes the Symbols, the Glossary, Chapters A through N, and Appendices 1 through 8. The Commentary and the User Notes interspersed throughout are not part of the Specification.
User Note: User notes are intended to provide concise and practical guidance in the application of the provisions. This Specification sets forth criteria for the design, fabrication and erection of structural steel buildings and other structures, where other structures are defined as structures designed, fabricated and erected in a manner similar to buildings, with building-like vertical and lateral load resisting-elements. Wherever this Specification refers to the applicable building code and there is none, the loads, load combinations, system limitations, and general design requirements shall be those in ASCE/SEI 7. Where conditions are not covered by the Specification, designs are permitted to be based on tests or analysis, subject to the approval of the authority having jurisdiction. Alternative methods of analysis and design are permitted, provided such alternative methods or criteria are acceptable to the authority having jurisdiction.

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2010 Specification for Structural Steel Buildings (ANSI/AISC 360-10)

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