AISC 360-05 PDF

All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher. 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 professional engineer, designer, or architect.

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All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher. 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 professional engineer, designer, 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 Construction 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 Institute 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. Printed in the United States of America.

Lynn S. Beedle served as a faculty member at Lehigh University for 41 years and won a very large number of professional and educational awards, including the T. He was instrumental in the development of plastic design methodologies and its implementation into the AISC Specification. He was Director of the Structural Stability Research Council for 25 years, and in that role fostered understanding of various stability problems and helped develop rational design provisions, many of which were adopted in the AISC Specifications.

In , he founded the Council on Tall Buildings and Urban Habitat and succeeded in bringing together the disciplines of architecture, structural engineering, construction, environment, sociology and politics, which underlie every major tall building project. He was actively involved in this effort until his death in late at the age of His contributions to the design and construction of steel buildings will long be remembered by AISC, the steel industry and the structural engineering profession worldwide.

For a more complete discussion of Dr. This Specification has been based upon past successful usage, advances in the state of knowledge, and changes in design practice. This Specification has been developed as a consensus document to provide a uniform practice in the design of steel-framed buildings and other structures. The intention is to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.

This Specification is the result of the consensus deliberations of a committee of structural engineers with wide experience and high professional standing, representing a wide geographical distribution throughout the United States. The committee includes approximately equal numbers of engineers in private practice and code agencies, engineers involved in research and teaching, and engineers employed by steel fabricating and producing companies.

The contributions and assistance of more than 50 additional professional volunteers working in ten task committees are also hereby acknowledged. The Symbols, Glossary and Appendices to this Specification are an integral part of the Specification. A non-mandatory Commentary has been prepared to provide background for the Specification provisions and the user is encouraged to consult it.

Additionally, nonmandatory User Notes are interspersed throughout the Specification to provide concise and practical guidance in the application of the provisions. The reader is cautioned that professional judgment must be exercised when data or recommendations in the Specification are applied, as described more fully in the disclaimer notice preceding this Preface. Fisher, Chairman Roger E. Ferch, Vice Chairman Hansraj G. Ashar William F. Baker John M.

Barsom William D. Bast Reidar Bjorhovde Roger L. Brockenbrough Gregory G. Deierlein Duane S. Ellifritt Bruce R. Fenves John W. Fisher Timothy P. Fraser Theodore V. Galambos Louis F.

Geschwindner Lawrence G. Griffis John L. Tony C. Hazel Mark V. Holland Lawrence A. Kloiber Roberto T. Leon Stanley D. Lindsey James O. Malley Richard W. Marshall deceased Harry W. Martin David L. McKenzie Duane K.

Miller Thomas M. Murray R. Shankar Nair Jack E. Petersen Douglas A. Rees-Evans Robert E. Shaw, Jr. Donald R. Sherman W. Lee Shoemaker William A. Thornton Raymond H. Tide Cynthia J. Duncan, Secretary.

The Committee gratefully acknowledges the following task committee members for their contribution to this document. Samuel Easterling Michael Engestrom M. Low-Seismic Applications. High-Seismic Applications. Nuclear Applications. Referenced Specifications, Codes and Standards. Structural Steel Materials. ASTM Designations. Unidentified Steel. Rolled Heavy Shapes. Built-Up Heavy Shapes. Steel Castings and Forgings. Bolts, Washers and Nuts. Anchor Rods and Threaded Rods.

Filler Metal and Flux for Welding. Stud Shear Connectors. Structural Design Drawings and Specifications. General Provisions. Loads and Load Combinations. Design Basis. Required Strength. Limit States. Design for Stability. Design of Connections. Simple Connections. Moment Connections. Design for Serviceability. Design for Ponding. Design for Fatigue. Design for Fire Conditions. Design for Corrosion Effects. Gross and Net Area Determination. Classification of Sections for Local Buckling.

Unstiffened Elements. Stiffened Elements.

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

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