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ANSI and AISC 360 05 Specification for Structural Steel Buildings 2005.pdf

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ANSI and AISC 360 05 Specification for Structural Steel Buildings 2005.pdf

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ANSI and AISC 360 05 Specification for Structural Steel Buildings 2005.pdf

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文档介绍:P1: GIG
GRBT055-FM AISC-Sample (LRFD) May 1, 2009 15:47 Char Count= 0
ANSI/AISC 360-05
An American National Standard
Specification
for Structural Steel Buildings
March 9, 2005
Supersedes the Load and Resistance Factor Design Specification for Structural Steel
Buildings dated December 27, 1999, the Specification for Structural Steel Buldings—
Allowable Stress Design and Plastic Design dated June 1, 1989, including Supplement
No. 1, the Specification for Allowable Stress Design of Single-Angle Members
dated June 1, 1989, the Load and Resistance Factor Design Specification for Single-
Angle Members dated November 10, 2000, and the Load and Resistance Factor
Design Specification for the Design of Steel Hollow Structural Sections
dated November 10, 2000, and all previous versions of these specifications.
Approved by the mittee on Specifications and issued by the
AISC Board of Directors
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
One East Wacker Drive, Suite 700
Chicago, Illinois 60601-1802
P1: GIG
GRBT170-FM AISC-Sample (LRFD) May 4, 2010 23:3 Char Count= 0
AISC c 2005
by
American Institute of Steel Construction
All rights reserved. This book or any part thereof
must not be reproduced in any form without the
written permission of the publisher. The AISC logo
is a registered trademark of AISC.
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 petent professional examination and verification
of its accuracy, suitability, and applicability by a licensed professional engineer, de-
signer, or architect. The publication of the material contained herein is not intended
as a representation or warranty on the part of the American Institute of Steel Con-
struction or of any other person named herein,