![]() The design examples provide coverage of all applicable limit states whether or not a particular limit state controls the The primary objective of these design examples is to provide illustrations of the use of the 2010 AISC Specificationįor Structural Steel Buildings (ANSI/AISC 360-10) and the 14th Edition of the AISC Steel Construction Manual. The Institute bears no responsibility for such material other than to refer to it and incorporate itīy reference at the time of the initial publication of this edition. Incorporated by reference herein since such material may be modified or amended from time to time subsequent to the ![]() Anyone making use of this information assumes all liabilityĬaution must be exercised when relying upon other specifications and codes developed by other bodies and Of freedom from infringement of any patent or patents. The publication of the materialĬontained herein is not intended as a representation or warranty on the part of the American Institute of SteelĬonstruction or of any other person named herein, that this information is suitable for any general or particular use or Suitability, and applicability by a licensed professional engineer, designer, or architect. Upon for any specific application without competent professional examination and verification of its accuracy, While it is believed to be accurate, this information should not be used or relied ![]() The information presented in this publication has been prepared in accordance with recognized engineering principlesĪnd is for general information only. ![]() The AISC logo is a registered trademark of AISC. Must not be reproduced in any form without the AISC 14TH EDITION TABLE 4 6 PIPE AXIAL COMPRESSION MANUALSteel Construction: Manual Design-examplesĪll rights reserved. ![]()
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