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Missouri University of Science and Technology (Missouri S&T): Scholars' Mine

Missouri University of Science and Technology Scholars' Mine Center for Cold-Formed Steel Structures Library Wei-Wen Yu Center for Cold-Formed Steel Structures 01 Jan 1997 Additional shear wall values for light weight steel framing American Iron and Steel Institute Follow this and additional works at: https://scholarsmine.mst.edu/ccfss-library  Part of the Structural Engineering Commons Recommended Citation American Iron and Steel Institute, "Additional shear wall values for light weight steel framing" (1997). Center for Cold-Formed Steel Structures Library. 223. https://scholarsmine.mst.edu/ccfss-library/223 This Technical Report is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in Center for Cold-Formed Steel Structures Library by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact scholarsmine@mst.edu.                  research report  Additional Shear Wall  Values for Light Weight Steel Framing   R E S E A R C H  R E P O R T  R P 9 7 - 2   1 9 9 7  R E V I S I O N  2 0 0 7   American Iron and Steel Institute    Additional Shear Wall Values for Light Weight Steel Framing  i DISCLAIMER The material contained herein has been developed by researchers based on their research findings and is for general information only.  The information in it should not be used without first securing competent advice with respect to its suitability for any given application.  The publication of the information is not intended as a representation or warranty on the part of the American Iron and Steel Institute, Steel Framing Alliance, or of any other person named herein, that the information is suitable for any general or particular use or of freedom from infringement of any patent or patents.  Anyone making use of the information assumes all liability arising from such use.                                    Copyright 1997 American Iron and Steel Institute Revised Edition Copyright 2007 American Iron and Steel Institute / Steel Framing Alliance ii Additional Shear Wall Values for Light Weight Steel Framing PREFACE This report presents the results of 16 monotonic and 28 cyclic tests of flat strap X-braced walls, steel sheathed shear walls, high aspect ratio shear walls and shear walls framed with 54-mil and 43-mil studs. The findings provided a basis for continued research and development efforts, leading to the establishment of provisions for cold-formed steel-framed diagonal strap braced walls and Type I shear walls.   Research Team Steel Framing Alliance                        1201 15th Street, NW Suite 320 Washington, DC 20005  www.steelframing.org  American Iron and Steel Institute   1140 Connecticut Avenue, NW Suite 705 Washington, DC 20036  www.steel.org    Research Report RP-97-2 

Additional shear wall values for light weight steel framing

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Additional shear wall values for light weight steel framing

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Missouri University of Science and Technology (Missouri S&T): Scholars' Mine