ACI 213R-03 supersedes ACI 213R-87 (Reapproved 1999) and became effective September 26, 2003. Copyright ? 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained fro ACI 347-04 supersedes ACI 347R-03 and became effective October 15, 2004. Copyright 2004, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprACI 309.5R-00 became effective February 23, 2000. Copyright 2000, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. 309.5R-1 ACI CACI 351.2R-94 Foundations for Static Equipment (Reapproved 1999) Reported by ACI Committee 351 Erick N. Larson* Chairman Hamid Abdoveis* William Babcock J. Randolph Becker* William L. Bounds* Marvin A. Cones Dale H. Curtis* Shraddhakar Harsh* C. Raymond Hays* A. Harry Karabinis* John C. King Joseph P. Morawski* Navin Pandya* Ira W. Pearce* Mark Porat* James P. Lee* Chairman, Subcommittee 351.3 John A. Richards* Robert W. Ross* Philip A. Smith Robert C. Vallance* Alfonzo L. Wilson Matthew W. WroACI 207.4R-05 supersedes 207.4R-93 (Reapproved 1998) and became effective August 15, 2005. Copyright 2005, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from theACI 302.1R-04 supersedes ACI 302.1R-96 and became effective March 23, 2004. Copyright 2004, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright propACI 307-98 became effective November 1, 1998, and supersedes ACI 307-95. Copyright 1998, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright pACI 336.1-01 supersedes ACI 336.1-98 and became effective October 31, 2001. Copyright ? 2001, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright ACI 365.1R-00 became effective January 10, 2000. Copyright ? 2000, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI CommittACI 305R-99 supersedes ACI 305R-91 and became effective October 27, 1999. Copyright 2000, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, whitten, or oral, or recording for sound or visual repro- duction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright prop224.3R-1 This report reviews the state of the art in design, construction, and mainte- nance of joints in concrete structures subjected to a wide variety of use and environmental conditions. In some cases, the option of eliminating joints is considered. Aspects of various joint sealant materials and jointing tech- niques are discussed. The reader is referred to ACI 504R for a more com- prehensive treatment of sealant materials, and to ACI 224R for a broad discussion of the causes and control of ACI CT-13 ACI Concrete Terminology An ACI STANDARD First Printing January 2013 ACI Concrete Terminology Copyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI. The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, 1 Chapter 5 Footing Design By S. Ali Mirza1 and William Brant2 5.1 Introduction Reinforced concrete foundations, or footings, transmit loads from a structure to the supporting soil. Footings are designed based on the nature of the loading, the properties of the footing and the properties of the soil. Design of a footing typically consists of the following steps: 1. Determine the requirements for the footing, including the loading and the nature of the supported structure. 2. SelACI 311.4R-05 supersedes ACI 311.4R-00 and became effective October 12, 2005. Copyright 2005, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright prACI 228.1R-03 supersedes ACI 228.1R-95 and became effective September 16, 2003. Copyright ? 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyrighACI 360R-06 supersedes 360R-92 (Reapproved 1997) and became effective August 9, 2006. Copyright 2006, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyACI 301-05 supersedes ACI 301-99 and became effective April 20, 2005. Copyright 2005, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright propriet 1 Chapter 1 Design for Flexure By Murat Saatcioglu1 1.1 Introduction Design of reinforced concrete elements for flexure involves; i) sectional design and ii) member detailing. Sectional design includes the determination of cross-sectional geometry and the required longitudinal reinforcement as per Chapter 10 of ACI 318-05. Member detailing includes the determination of bar lengths, locations of cut-off points and detailing of reinforcement as governed by the development, splice and anACI 332.1R-06 Guide to Residential Concrete Construction Reported by ACI Committee 332 American Concrete Institute Advancing concrete knowledge Guide to Residential Concrete Construction First printing December 2006 ISBN 0-87031-226-X Copyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written cSteel Design Guide Series Low-and Medium-Rise Steel Buildings Low- and Medium-Rise Steel Buildings Design Guide for Low- and Medium-Rise Steel Buildings Horatio Allison, PE Consulting Engineer Dagsboro, Delaware A M E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N Steel Design Guide Series 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Specification for Structural Steel Buildings, J une 22, 2010 AMERICANINSTITUTE OFSTEELCONSTRUCTION Specification for Structural Steel Buildings J une 22, 2010 Supersedes the Specification for Structural Steel Buildings dated March 9 , 2005 and al l previ ous versi ons of thi s speci fi cati on Approved by the AISC Commi ttee on Speci fi cati ons AMERICAN INSTITUTE OF STEEL CONSTRUCTION One East Wacker Dri ve, Sui te 7 00 Chi cago, Il l i noi s 60601-18 02 ANSI/AISC 360-10 An Ameri can Nati onal ACI 362.2R-00 became effective June 2, 2000. Copyright ? 2000, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI Committee Repo1 Steel Design Guide Base Plate and Anchor Rod Design Second Edition 1 Base Plate and Anchor Rod Design JAMES M. FISHER, Ph.D., P.E. Computerized Structural Design, S.C. Milwaukee, Wisconsin and LAWRENCE A. KLOIBER, P.E. LeJuene Steel Company Minneapolis, Minnesota AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. Second Edition Steel Design Guide Copyright 2006 by American Institute of Steel Construction, Inc. All rights reserved. This book or any part thereof must not be reproduced iSteel Design Guide Series Erection Bracing of Low-Rise Structural Steel Buildings Steel Design Guide Series Erection Bracing of Low-Rise Structured Steel Buildings James M. Fisher, PhD, P. E. and Michael A. West, P. E. Computerized Structural Design Milwaukee, Wisconsin AMERICAN INSTITUTE OF STEEL CONSTRUCTION 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. Chapter 3 Short Column Design By Noel. J. Everard1 and Mohsen A. Issa2 3.1 Introduction The majority of reinforced concrete columns are subjected to primary stresses caused by flexure, axial force, and shear. Secondary stresses associated with deformations are usually very small in most columns used in practice. These columns are referred to as "short columns." Short columns are designed using the interaction diagrams presented in this chapter. The capacity of a short column is the samSteel Design Guide Series Partially Restrained Composite Connections Steel Design Guide Series Partially Restrained Composite Connections A Design Guide Roberto T. Leon Georgia Institute of Technology Atlanta, Georgia Jerod J. Hoffman Meyer, Borgman and Johnson, Inc. Minneapolis, Minnesota Tony Staeger, RE. Hammel Green Larry Kloiber of LeJeune Steel provided input particularly in the practical fabrication aspects of the connection; Dave Galey, Zina Dvoskin, and Johanna Harris of HGAs Structur?? ???????????????????????? ??????????????????????? ?? ??????????????????????? ???????????????????? ???????????? ???????????????? ??? ????????????????????? ???????????????????????????? ??????????????????????????????? ?????????????????????????????????? ?????????????????????????????????????????????? ??????????????????? ???????????????? ?? ?????????????????????????????????????????????? ??????????????????????????????????????????????????? ?????????????????????????????????????????????? ???????????1 8 Steel Design Guide Steel-Framed Open-Deck Parking Structures 1 8 Steel Design Guide Steel-Framed Open-Deck Parking Structures CHARLES H. CHURCHES Structural Engineer Churches Consulting Engineers Washington, Pennsylvania with additional material contributed by EMILE W.J.TROUP Structural Steel Fabricators of New England Canton, Massachusetts CARL ANGELOFF Manager/Market Development Bayer Corporation Pittsburgh, Pennsylvania AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. Copyright 2003 b24 Steel Design Guide Hollow Structural Section Connections 24 Steel Design Guide AMERICAN INSTITUTE OF STEEL CONSTRUCTION Hollow Structural Section Connections JEFFREY PACKER, Ph.D., D.Sc., P.Eng. University of Toronto Toronto, Ontario DONALD SHERMAN, Ph.D., P.E. University of Wisconsin–Milwaukee Milwaukee, Wisconsin MAURA LECCE, Ph.D. University of Toronto Toronto, Ontario AISC 2010 by American Institute of Steel Construction All rights reserved. This book or any part thereof mu26 Steel Design Guide Design of Blast Resistant Structures Exterior Gauges Pressure Impulse Time (msec) Pressure (psi) Impulse (psi-msec) 26 Steel Design Guide AMERICAN INSTITUTE OF STEEL CONSTRUCTION Design of Blast Resistant Structures RAMON GILSANZ, Lead Author Gilsanz Murray Steficek LLP New York, New York compression mem- bers were observed to be distorted by up to 2 in., indicating incipient buckling. Improper design of lat- tice compression braces caused total failure o28 Steel Design Guide Stability Design of Steel Buildings DG28_cover.indd 110/10/2013 10:49:37 AM The front cover image is the University of Phoenix Stadium, Phoenix, Arizona. Photo courtesy of Walter P. Moore Associates, Inc. 000-0iv_DG28_FM.indd 210/14/13 3:37 PM AMERICAN INSTITUTE OF STEEL CONSTRUCTION Stability Design of Steel Buildings Lawrence G. Griffis Walter P. Moore and Associates, Inc. Austin, Texas Donald W. White Georgia Institute of Technology Atlanta, Georgia 28 Steel D22 Steel Design Guide Faade Attachments to Steel-Framed Buildings 22 Steel Design Guide JAMES C. PARKER, P.E. Simpson Gumpertz namely: Alec Zimmer, Amy Schreiber, David Martin, Dirk Kestner, Kevin Guillotte, Michelle Meyer, and Matthew Johnson. The author thanks them for their collaboration and contributions. The author also wishes to thank AISC and the following people for their assistance and review of this design guide. The Guide greatly benefi ted from their insight and suggestions. Ab DESIGN EXAMPLES Version 13.0 AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. Copyright 2005 by American Institute of Steel Construction, Inc. All rights reserved. This CD-ROM 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 Structural Welding Code— Seismic Supplement AWS D1.8/D1.8M:2009 An American National Standard 550 N.W. LeJeune Road, Miami, FL 33126 AWS D1.8/D1.8M:2009 An American National Standard Approved by the American National Standards Institute May 5, 2009 Structural Welding Code— Seismic Supplement 2nd Edition Supersedes AWS D1.8/D1.8M:2005 Prepared by the American Welding Society (AWS) D1 Committee on Structural Welding Under the Direction of the AWS Technical Activities Committee Approved by the ?????????????????????????????????????????????????????????????????????? ?????????????????????????????? ?????????????????????????????????? ???????????????????????? ?????????????????????????????????????????????????????????????????????????????????????????? September 2004 Process Industry Practices Structural PIP STE03350 Vertical Vessel Foundation Design Guide PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering cReceive FREE updates, excerpts of code references, technical articles, and more when you register your code book. Go to www.iccsafe.org/CodesPlus today! A MEMBER OF THE INTERNATIONAL CODE FAMILY IBC INTERNATIONAL BUILDING CODE 8-61816-01_IBC_TitlePg_Final.indd 12/4/2009 12:42:56 PM 2009 International Building Code First Printing: February 2009 ISBN: 978-1-58001-725-1 (soft-cover edition) ISBN: 978-1-58001-724-4 (loose-leaf edition) COPYRIGHT 2009 by INTERNATIONAL CODE COUNCIL, INC. ALLRIREAFFIRMATION August 2002 Process Industry Practices Civil PIP CVS02010 Geotechnical Engineering Investigation Specification PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, applicationMarch 2005 Process Industry Practices Structural PIP STE05535 Vessel Circular Platform Detail Guidelines PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering coMarch 2001 Process Industry Practices Structural PIP STC01018 Blast Resistant Building Design Criteria PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costProvided by IHS under license with ICC --`,,``,`,`,`,,`,,```,``,,,,,```-`-`,,`,,`,`,,`--- viii2015 INTERNATIONAL BUILDING CODE Provided by IHS under license with ICC No reproduction or networking permitted without license from IHS --`,,``,`,`,`,,`,,```,``,,,,,```-`-`,,`,,`,`,,`--- 2015 IBC INTERNATIONAL Building Code CODE ALERT! Sign up now to receive critical code updates and free access to videos, book excerpts and training resources. Signup is easy, subscribe now! www.iccsafe.org/alerApril 2002 Process Industry Practices Structural PIP STF05511 Fixed Industrial Stairs PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs to both the pur2008 Structural Welding Code—Steel AWS D1.1/D1.1M:2010 An American National Standard Structural Welding Code— Steel 550 N.W. LeJeune Road, Miami, FL 33126 AWS D1.1/D1.1M:2010 An American National Standard Approved by the American National Standards Institute March 11, 2010 Structural Welding Code— Steel 22nd Edition Supersedes AWS D1.1/D1.1M:2008 Prepared by the American Welding Society (AWS) D1 Committee on Structural Welding Under the Direction of the AWS Technical Activities Committee Ap COMPLETE REVISION September 2008 Process Industry Practices Structural PIP STS02360 Driven Piles Specification PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, COMPLETE REVISION March 2005 Process Industry Practices Structural PIP STF05535 Vessel Circular Platform Details PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engine ACI 211.3R-02 supersedes ACI 211.3R-97 and became effective January 11, 2002. Copyright ? 2002, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyrighACI 211.5R-01 supersedes ACI 211.5R-96 and became effective September 7, 2001. Copyright ? 2001, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyrigACI 224.2R-92 (Reapproved 2004) Cracking of Concrete Members in Direct Tension Reported by ACI Committee 224 David Darwin* Chairman Andrew Scanlon* Peter Gergely* Subcommittee Co-Chairmen Alfred G. Bishara Howard L. Boggs Merle E. Brander Roy W. Carlson William L. Clark, Jr.* Fouad H. Fouad Milos Polvika Tony C. Liu Lewis H. Tuthill* LeRoy Lutz* Orville R. Werner Edward G. Nawy Zenon A. Zielinski * Members of the subcommittee who prepared this report. Committee members voting on this minor revisACI 225R-99 became effective September 7, 1999. Copyright 1999, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. 225R-1 ACI CoACI 233R-03 supersedes ACI 233R-95 (Reapproved 2000) and became effective March 28, 2003. Copyright 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from thACI 234R-06 supersedes ACI 234R-96 (Reapproved 2000) and became effective April 13, 2006. Copyright 2006, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the ACI 207.1R-05 supersedes ACI 207.1R-96 and became effective December 1, 2005. Copyright 2006, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright pr This document has been approved for use by agen- cies of the Department of Defense and for listing in 306.1-90 the DoD Index of Specifications and Standards. (Reapproved 2002) Standard Specification for Cold Weather Concreting (306.1-90) Reported by ACI Committee 306 Nicholas J. Carino, Chairman* Fred Anderson* Peter Antonich George R. U. Burg Oleh B. Ciuk Douglas J. Haavik* Gilbert Haddad Jules Houde David A. Hunt Robert A. Kelsey Albert W. Knott Charles J. Korhonen William Perenchio* John M. SACI 309R-05 became effective August 5, 2005 and supersedes ACI 309R-96. Copyright 2005, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietACI 315-99 supersedes ACI 315-92 and became effective August 31, 1999. Copyright ? 1999, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprACI 212.3R-04 supercedes ACI 212.3R-91 (Reapproved 1999). Copyright 2004, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI CommiACI 351.3R-04 became effective May 3, 2004. Copyright 2004, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI Committee ReportsACI 224R-01 supersedes ACI 224R-90 and became effective May 16, 2001. Copyright ? 2001, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright propri ACI 230.1R-90 (Reapproved 1997) Report on Soil Cement reported by ACI Committee 230 Wayne S. Adaska, Chairman Ara Arman Richard L. De Graffenreid Robert T. Barclay John R. Hess Theresa J. Casias Robert H. Kuhlman David A. Crocker Paul E. Mueller Harry C. Roof Dennis W. Super James M. Winford Anwar E. Z. Wissa Soil cement is a denseiy compacted mixture of portland cement, soil/ aggregate, and water. Used primarily as a base material for pave- ments, soil cement is also being used for slope protGuide for the Design of Durable Parking Structures Reported by ACI Committee 362 Thomas G. Weil Chairman James C. Anderson Michael L. Brainerd Ralph T. Brown Debrethann R. Cagley Girdh ari L. Chhabra Anthony P. Chrest Jo Coke Thomas J. D’ Arcy Boris Dragunsky David M. Fertal John F. Gibbons Harald G. Greve Keith W. Jacobson Norman G. Jacobson, Jr. Anthony N. Kojundic Gerard G. Litvan Howard R. May Gerard J. McGuire This guide is a summary of practical information regarding design of park- ing sSteel Design Guide Series Steel and Composite Beams with Web Openings Steel Design Guide Series Steel and Composite Beams with Web Openings Design of Steel and Composite Beams with Web Openings David Darwin Professor of Civil Engineering University of Kansas Lawrence, Kansas A M E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form wACI 303R-04 supersedes ACI 303R-91 and became effective August 27, 2004. Copyright 2004, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright propr Chapter 2 Design for Shear By Richard W. Furlong 2.1 Introduction Shear is the term assigned to forces that act perpendicular to the longitudinal axis of structural elements. Shear forces on beams are largest at the supports, and the shear force at any distance x from a support decreases by the amount of load between the support and the distance x. Under uniform loading, the slope of the shear diagram equals the magnitude of the unit uniform load. Shear forces exist only with bendi 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. 1 9 Steel Design Guide Fire Resistance of Structural Steel Framing cover DG19.qxd 1/29/2004 4:09 PM Page 1 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. 1 9 Steel Design Gu PDF created with FinePrint pdfFactory trial version w 21 Steel Design Guide Welded Connections— A Primer for Engineers DG21_cover.indd 16/21/2006 8:21:32 AM 21 Steel Design Guide Welded Connections— A Primer For Engineers DUANE K. MILLER, Sc.D., P.E. The Lincoln Electric Company Cleveland, Ohio AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. Copyright 2006 by American Institute of Steel Construction, Inc. All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher ????? ? ?? ? ?? ? ? ?? ? ??? ??? ?? ? ? ?? ? ??? ? ? ???? ??????????? ? ?? r ??? ? ?? ? ? ?? ?? ? ?? ? ?? ? ? ? ?? ? ? ? ? ??? ? ? ?? ? ?? ? ?? ? ? ? ?? ? ? ? ?? ?? ? ? ? ? ? ? ?? ? ? ? ?? ? ? ? ?? ? ? ? ? ??? ? ? ?? ? ?????? ??? ? ???? ??? ? ?? ? ? ? ?? ? ? ACI 308.1-98 became effective April 1, 1998. Copyright ? 1998, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. 308.1-1 Summary This document has been approved for use by agen- cies of the Department of Defense and for listing in the DoD Index of Specifications and Standards. (Reapproved 2002) ACI 306R-88 Cold Weather Concreting Reported by ACI Committee 306 Nicholas J. Carino, Chairman* Fred A. Anderson* Peter Antonich George R. U. Burg* Oleh B. Ciuk Douglas J. Haavik* Gilbert J. Haddad Don B. Hill Jules Houde David A. Hunt Robert A. Kelsey The general requirements for producing satisfactory concr ANSI Standard A14.3-2000 Ladders – Fixed – Safety Requirements Scope and Application: This standard prescribes minimum requirements for the design, construction, and use of fixed ladders, and sets forth requirements for cages, wells, and ladder safety systems used with fixed ladders in order to minimize personal injuries. All parts and accessories necessary for a safe and efficient ladder shall be considered integral parts of the design. The methods employed to ensure compliance with thWelded Tanks for Oil Storage 08 API STANDARD 650 ELEVENTH EDITION, JUNE 2007 ADDENDUM 1: NOVEMBER 2008 ADDENDUM 2: NOVEMBER 2009 EFFECTIVE DATE: MAY 1, 2010 Welded Tanks for Oil Storage 08 Downstream Segment API STANDARD 650 ELEVENTH EDITION, JUNE 2007 ADDENDUM 1: NOVEMBER 2008 ADDENDUM 2: NOVEMBER 2009 EFFECTIVE DATE: MAY 1, 2010 SPECIAL NOTES API publications necessarily address problems of a general nature. With respect to particular circumstances, local, state, and federal laws and reAnton Tedesko Chairman Frank Baron David P. Billington Richard R. Bradshaw Felix Candela John V. Christiansen ACI 334.1R-92 (Reapproved 2002) Concrete Shell Structures Practice and Commentary Reported by ACI Committee 334 Committee mebers voting on the 1992 revisions: Phillip L. Gould Chairman Jack Christiansen John F. Abel David P. Billington Arthur J. Boyt, Jr. Eli W. Cohen Morris N. Fialkow Ajaya K. Gupta Robert B. Haber Alfred L. Parme Secretary Wilhelm Flugge Richard M. Gensert Otto GruenwaACI 408.2R-92 became effective August 1, 1992. Copyright 1992, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. 408.2R-1 ACI Commit INTERNATIONAL BUILDING CODE 2006 A Member of the International Code Family C-037_2006_IBC.titlepage.qxp 12/12/2005 11:00 AM Page 1 2006 International Building Code First Printing: January 2006 ISBN-13: 978-1-58001-251-5 (soft) ISBN-10: 1-58001-251-5 (soft) ISBN-13: 978-1-58001-250-8 (loose-leaf) ISBN-10: 1-58001-250-7 (loose-leaf) ISBN-13: 978-1-58001-302-4 (e-document) ISBN-10: 1-58001-302-3 (e-document) COPYRIGHT 2006 by INTERNATIONAL CODE COUNCIL, INC. ALLRIGHTSRESERVED.This2006InternaCopyright International Code Council Provided by IHS under license with ICCLicensee=AIRFORCE Div/7838506103, User=Duncan, David Not for Resale, 10/13/2011 06:56:24 MDTNo reproduction or networking permitted without license from IHS --``,,,,,`,`,`,`,,`,,,``,``,,,,`-`-`,,`,,`,`,,`--- A Member of the International Code Family INTERNATIONAL BUILDING CODE Become a Building Safety Professional Member and Learn More about the Code Council GO TO WWW.ICCSAFE.ORG for All Your Technical and Professiona TECHNICAL CORRECTION October 2006 Process Industry Practices Structural PIP STE05121 Anchor Bolt Design Guide PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, aTECHNICAL CORRECTION February 2002 Process Industry Practices Structural PIP STF05501 Fixed Ladders and Cages PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineeri 1 Chapter 4 Design of Slender Columns By Murat Saatcioglu1 4.1 Introduction The majority of reinforced concrete columns in practice are subjected to very little secondary stresses associated with column deformations. These columns are designed as short columns using the column interaction diagrams presented in Chapter 3. Rarely, when the column height is longer than typical story height and/or the column section is small relative to column height, secondary stresses become significant,Steel Design Guide Series Floor Vibrations Due to Human Activity Floor Vibrations Due to Human Activity Thomas M. Murray, PhD, P.E. Montague-Betts Professor of Structural Steel Design The Charles E. Via, Jr. Department of Civil Engineering Virginia Polytechnic Institute and State University Blacksburg, Virginia, USA David E. Allen, PhD Senior Research Officer Institute for Research in Construction National Research Council Canada Ottawa, Ontario, Canada Eric E. Ungar, ScD, P.E. Chief EngineeriCOMPLETE REVISION October 2001 Process Industry Practices Structural PIP STS03601 Epoxy Grout Specification PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering 207.5R-1 Roller-compacted concrete (RCC) is a concrete of no-slump consistency in its unhardened state that is transported, placed, and compacted using earth and rockfill construction equipment. This report includes the use of RCC in structures where measures should be taken to cope with the generation of heat from hydration of the cementitious materials and attendant volume change to minimize cracking. Materials mixture proportioning, properties, design considerations, construction, and quaSteel Design Guide Series Torsional Analysis of Structural Steel Members Steel Design Guide Series Torsional Analysis of Structural Steel Members Paul A. Seaburg, PhD, PE Head, Department of Architectural Engineering Pennsylvania State University University Park, PA Charles J. Carter, PE American Institute of Steel Construction Chicago, IL A M E R I C A N I N S T I T U T E OF S T E E L C O N S T R U C T I O N 2003 by American Institute of Steel Construction, Inc. All rights reserved. This pub25 Steel Design Guide Frame Design Using Web-Tapered Members 25 Steel Design Guide AMERICAN INSTITUTE OF STEEL CONSTRUCTION Frame Design Using Web-Tapered Members RICHARD C. KAEHLER Computerized Structural Design, S.C. Milwaukee, Wisconsin DONALD W. WHITE Georgia Institute of Technology Atlanta, Georgia YOON DUK KIM Georgia Institute of Technology Atlanta, Georgia AISC 2011 by American Institute of Steel Construction All rights reserved. This book or any part thereof must not be reproduSSPC-SP 6/NACE No. 3 January 1, 2007 1 SSPC: The Society for Protective Coatings JoinT SurfaCe PreParaTion STandard SSPC-SP 6/naCe no. 3 Commercial Blast Cleaning This The Society for Protective Coatings (SSPC)/NACE International (NACE) standard represents a consensus of those individual members who have reviewed this document, its scope, and provisions. It is intended to aid the manufacturer, the consumer, and the general public. Its acceptance does not in any respect preclude anyone, whether h ACI 214R-02 supersedes ACI 214-77 (Reapproved 1997) and became effective June 27, 2002. Copyright ? 2002, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the AWS 01.1/01.1M:2008 An American National Standard Approved by the American National Standards Institute JUly2,2008 Structural WeldingCode- Steel 21st Edition Supersedes AWS Dl.l/D1.1M:2006 Prepared by the American Welding SocietyCAWS)DlCommittee on Structural Welding Under the Directionofthe AWS Technical Activities Committee Approved by the AWSBoardofDirectors Abstract This code covers the welding requirements for any type of welded structure made from the commonly used carbon and low-alloy c23 Steel Design Guide Constructability of Structural Steel Buildings Ability to Influence Time Conceptual Planning Design 90% Documents CD Docs/Bidding Fabrication/Erection Installation Start-up 23 Steel Design Guide DAVID I. RUBY, P.E., S.E. Ruby + Associates Farmington Hills, Michigan AMERICAN INSTITUTE OF STEEL CONSTRUCTION Constructability of Structural Steel Buildings 000-000_title_page_copyright_DG23.indd i000-000_title_page_copyright_DG23.indd i1/27/09 1:37:23 PM1/27/09 1:37:2COMPLETE REVISION August 2004 Process Industry Practices Structural PIP STC01015 Structural Design Criteria PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineeringACI 232.2R-03 supersedes ACI 232.2R-96 and became effective December 19, 2003. Copyright ? 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright June 2005 Process Industry Practices Structural PIP STI03310 Concrete Typical Details PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs to COMPLETE REVISION February 2005 Process Industry Practices Civil PIP CVC01015 Civil Design Criteria PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs t COMPLETE REVISION November 2006 Process Industry Practices Structural PIP STF05530 Grating Fabrication Details PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, ACI 349.2R-97 became effective October 16, 1997. Copyright ? 2002, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduc- tion or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI Committee ACI 408R-03 became effective September 24, 2003. Copyright ? 2003, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. ACI Committee Re 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. 1 7 Steel Design Guide High Strength Bolts A Primer for Structural Engineers Geoffrey Kulak Professor Emeritus University of Alberta Edmonton, Canada AMERICAN INSTITUTE OF STEEL CONSTRUCTION 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must no27 Steel Design Guide Structural Stainless Steel DG27_cover.indd 18/7/2013 2:11:04 PM AMERICAN INSTITUTE OF STEEL CONSTRUCTION Structural Stainless Steel NANCY BADDOO The Steel Construction Institute Silwood Park, Ascot, UK 27 Steel Design Guide 000-0vi_DG27_FM.indd 38/7/13 11:24 AM AISC 2013 by American Institute of Steel Construction All rights reserved. This book or any part thereof must not be reproduced in any form without thewritten permission of the publisher. The AISC logo AWS D1.1/D1.1M:2015 An American National Standard Structural Welding Code — Steel American Welding Society AWS D1.1/D1.1M:2015 An American National Standard Approved by the American National Standards Institute July 28, 2015 Structural Welding Code— Steel 23rd Edition Supersedes AWS D1.1/D1.1M:2010 Prepared by the American Welding Society (AWS) D1 Committee on Structural Welding Under the Direction of the AWS Technical Activities Committee Approved by the AWS Board of Directors Abstract ThiMay 2005 Process Industry Practices Structural PIP STE03020 Guidelines for Tank Foundation Designs PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs toCOMPLETE REVISION July 2001 Process Industry Practices Structural PIP STS03001 Plain and Reinforced Concrete Specification PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES In an effort to minimize the cost of process industry facilities, this Practice has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application,