AH representation s or warranties, ex press or implied, other than as stated aboye, are specificall y di sc laimed. The publication of thi s information is nol a representation or warranty on the part of the American Institute of Steel Constructi on, its officers, agents, employees or committee members, or of any other person named herein, that this information is suitable for any general or particular use, or of freedo m fram infri ngement of any paten t or patents.
Aisc 14th edition steel manual pdf verification#
While it is beli eved to be accurate, thi s ¡nfa rmation should nOl be used or reJied upon for any spec ifi c application w ithout competent profess ional examination and verification of its accuracy, suitability and appl icab ility by a licensed engineer or architect. The ¡nfarmation presented in thi s publication has been prepared following recogni zed princ ipIes of des ig n and co nstruction. rhe AISC logo is a registered trademark o/ A ISC. This resource or Qny part fhereo! mus! nol be reproduced in ally form without rile written permissiol1 o/lhe publisher. Splices 14 Design 01 Hanger Connections, Bracket Plates, and Crane-Rail Connections 15 Specilications and Codes 16 Miscellaneous Data and Mathematicallnlormation 17 General Nomenclature and IndexĪmerican lnstitute of Steel Construction ISBN 978- I -56424-033-0 All rights reserved.
(5) A revised discussion on the design of flexible moment connections (Part 11). (4) Revisions to the design procedure for conventional single-plate shear connections (Part 10). (3) Clarifications to the discussion of connecting elements subject to flexure (Part 9). (2) Revisions and additions to the eccentrically loaded weld group tables (Part 8). These include: (1) Revised bolt value tables for both bearing and slip-critical connections (Part 7). Some of the other notable revisions include: (1) Revised scope statement related to seismic design (Chapter A) (2) Structural integrity is addressed (Chapter B) (3) Stability design procedures are reorganized (Chapter C, Appendices 7 and 8) (4) Revised the available shear strength values for bolts (Chapter J) (5) Revised the slip-critical strength limit state for bolts (Chapter J) (6) Tabulated the HSS connection design equations (Chapter K) (7) New Appendix on Inelastic Analysis and Design (Appendix 1) In addition to the changes to the Specification, several changes and improvements related to connection design were also made to the Manual.
Many of the changes in the 2010 Specification are clarifications and minor adjustments, along with some important substantive changes in Chapter I, composite design, and a new Chapter N on quality control and quality assurance. Manual will include revisions to some of the existing 13th Ed. Because of the new specification, as well as some other modifications to the connection design procedures, the 14th Ed. The new manual includes and is based on the 2010 AISC Specification for Structural Steel Buildings. The 14th Edition of AISC's Steel Construction Manual will be available in the summer of 2011. The AISC 2010 Specification and the 14th Edition Steel Construction Manual
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