Steel Construction Manuel.pdf

Steel Construction Manuel.pdf文档页数:2322文档大小:34.67MB文档格式:pdf STEEL CONSTRUCTION MANUAL AMERICANINSTITUTE OF STEELCONSTRUCTION FOURTEENTHEDITIONDimensions and Properties General Design Considerations Design of Flexural Members Design of Compre...

Steel Construction Manuel.pdf

文档页数:2322文档大小:34.67MB文档格式:pdf

STEEL CONSTRUCTION MANUAL AMERICANINSTITUTE OF STEELCONSTRUCTION FOURTEENTHEDITION
Dimensions and Properties General Design Considerations Design of Flexural Members Design of Compression Members Design of Tension Members Design of Members Subject to Combined Forces Design Considerations for Bolts Design Considerations for Welds Design of Connecting Elements
10 Design of Simple Shear Connections 11 Design of Partially Restrained Moment Connections 12 Design of Fully Restrained Moment Connections 13 Design of Bracing Connections and Truss Connections 14Design of Beam Bearing Plates,Col.Base Plates,Anchor Rods,and Col. Splices 15 Design of Hanger Connections,Bracket Plates,and Crane-RailConnections 16Specifications andCodes 17 Miscellaneous Data and Mathematical Information Index and General Nomenclature
AISC 0 2011 q American Institute of Steel Construction ISBN 1-56424-060-6 All rights reserved. This book or any par! thereof maxst nor be reprodaced in any form withour 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 recog- nized 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 petent 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 b...

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