Citation

Carradine DM, Woeste FE, Dolan JD, Loferski JR. Trans. ASAE/ASABE 2000; 43(3): 729-734.

Copyright

(Copyright © 2000, American Society of Agricultural and Biological Engineers)

DOI

unavailable

PMID

unavailable

Abstract

Current design procedures for timber frame structures that are enclosed by structural-insulated panels (SIPs) do not typically accommodate the contribution made by the SIPs in resisting lateral loads. However, post-frame building design procedures do include the diaphragm action of the metal cladding that encloses them, leading to more efficient structures. While timber frame structures are typically well within safety limits with regard to gravity loads, lateral loads can potentially exceed the stress limits. This investigation draws parallels between timber frame and post-frame structural systems and elucidates the appropriateness of the post-frame diaphragm design methods for contemporary timber frame buildings. A sample timber frame diaphragm design is performed and the parameters needed to effectively complete the design are identified.