AISC 303-10 PDF

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.

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For those interested in printed copies, a limited number of softcover versions of AISC's standards are available for purchase to the right on desktop; at the bottom of this page on mobile. Individuals interested in joining a technical committee responsible for developing an AISC standard are encouraged to visit our committee application page.

Read more in the details below. The Specification provides the generally applicable requirements for the design and construction of structural steel buildings and other structures. Dual-units format provides for both U. The latest version of this standard was revised June The Specification is also available with linked content to aid in navigation of the document. Links are provided everywhere blue text is used. Where possible, active links are provided to assist with obtaining the cited literature.

Some of the references are linked to the web sites of other associations where they can be accessed for a fee. The latest version of this standard was released June The Seismic Provisions is also available with linked content to aid in navigation of the document. The connections have been prequalified for use in special and intermediate steel moment frames without the need for additional testing.

Only the load and resistance factor design method of design is incorporated. The patent holders have filed statements of willingness to grant a license under these rights on reasonable and nondiscriminatory terms and conditions to applicants desiring to obtain such a license.

This document incorporates. It incorporated Supplement No. It is superseded by the version. As such, it is useful for everyone associated with construction in structural steel. 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 edition is an ANSI-accredited standard. This document provides the specific references in these standards where the Code is cited. The procedures are available for download here. A copy of the most current Committee on Terminology report is available for download here:.

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1) AISC 303-10 36

For those interested in printed copies, a limited number of softcover versions of AISC's standards are available for purchase to the right on desktop; at the bottom of this page on mobile. Individuals interested in joining a technical committee responsible for developing an AISC standard are encouraged to visit our committee application page. Read more in the details below. The Specification provides the generally applicable requirements for the design and construction of structural steel buildings and other structures. Dual-units format provides for both U.

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However, these characteristics may be controlled or corrected to closer tolerances during the fabrication process when the added cost is justified by the special requirements for an atypical project. If used for structural purposes, materials that are taken from stock by the fabricator shall be of a quality that is at least equal to that required in the ASTM specifications indicated in the contract documents. Material test reports shall be accepted as sufficient record of the quality of materials taken from stock by the fabricator. The fabricator shall review and retain the material test reports that cover such stock materials.

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