Research Article
Jul 1978
Racking Strength of Light-Frame Nailed Walls
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 7
Abstract
Horizontal forces, such as wind, are resisted by the walls parallel to the wind direction. These forces, which lie in the plane of the wall, are known as the shear or racking loads, and are transmitted to the sheathing through the fastener system. Qualification of sheathing materials has generally been limited to performance testing of 8-ft by 8-ft (2.4-m by 2.4-m) stud wall assemblies. An analytical procedure has been developed that accurately predicts racking strength based upon the lateral resistance of the individual fasteners. The structural model is applicable to any sheathing size or geometry, so it is possible to determine the racking strength of light frame walls from simple lateral nail tests or small scale racking tests. The procedure offers a direct means for designers and code officials to predict racking strengths of panels incorporating various sheathing materials and fasteners.
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Information
Published In
Journal of the Structural Division
Volume 104 • Issue 7 • July 1978
Pages: 1131 - 1140
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jul 1978
Published online: Feb 1, 2021
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Authors
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Roger L. Tuomi, A.ASCE
Research Engr., U.S. Forest Products Lab., Madison, Wisc.
William J. McCutcheon, AM.ASCE
Research Engr., U.S. Forest Products Lab., Madison, Wisc.
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