Transcription of CHAPTER 9 Redundancy - aisc.org
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CHAPTER 9 Redundancy - aisc.org
Steel Bridge Design Handbook CHAPTER 9. Redundancy February 2022. AISC 2022. 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 and NSBA logos are registered trademarks of AISC. The information presented in this publication has been prepared following recognized principles of design and construction. 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 or architect.
1.2.1 Load-Path Redundancy Load path redundancy is based on the number of main supporting members between points of support, usually parallel, such as girders or trusses. A member is considered load-path redundant if an alternative and sufficient load path is determined to exist. Load-path redundancy is the type
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