Chapter
Apr 4, 2017
Influence of Fastener Spacing on the Slip Modulus between Cold Formed Steel and Wood Sheathing
This article has been corrected.
VIEW CORRECTIONAuthors: Weston Loehr [email protected], Bill Zhang, F.ASCE [email protected], Hani Melhem, Ph.D., M.ASCE [email protected], and Kimberly Kramer, M.ASCE [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
Composite action is the joint behavior of two elements connected or bonded together. It is a phenomenon that is utilized in several applications throughout engineering. Previous studies have shown that cold formed steel (CFS) sheathed with structural wood panels exhibits a degree of partial composite action behavior. However currently in the design process, CFS and wood sheathing systems are considered separately in a non-composite manner due to the absence of sufficient supporting data. These systems can include the floors, roofs, and walls of a building. In order to determine the level of composite action present, the slip modulus is needed. The slip modulus describes the relationship between the shear force and the displacement exhibited by two elements in a composite system. The scope of this research is to determine the influence of fastener spacing on the slip modulus and provide a foundation of information to fully define the composite action between CFS and wood sheathing.
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© 2017 American Society of Civil Engineers.
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Published online: Apr 4, 2017
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Structural Engineer, Structural Engineering Associates, Inc., Kansas City, MO 64106; Kansas State Univ. E-mail: [email protected]
P.E., S.E.
Assistant Professor, Dept. of Architectural Engineering and Construction Science, Kansas State Univ., Manhattan, KS 66506. E-mail: [email protected]
P.E.
Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506. E-mail: [email protected]
P.E., S.E.
Professor, Dept. of Architectural Engineering and Construction Science, Kansas State Univ., Manhattan, KS 66506. E-mail: [email protected]
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