Structural test of a house under simulated wind and snow loads

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DOIResolve DOI: http://doi.org/10.4224/20375152
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TypeTechnical Report
ISSN0077-5525
Subjectdetached houses; full scale field test; loading tests; wood frame construction; wind loads; snow loads; Snow and Ice loads; Wind loads
AbstractNew materials and construction methods introduced in the post-WW II period brought about a need to evaluate the structural sufficiency of wood-frame houses by tests. The paper describes a full-scale loading test on a 24x36 ft. bungalow carried out by the Division of Building Research of the National Research Council of Canada in Ottawa. Simulated wind and snow loads were applied to the roof and walls by hydraulic jacks reacting against a steel frame built around the house. Loading sequences and instrumentation developed to measure the deflection of the house frame under load are described. The results showed that the house was well capable of withstanding the specified wind load multiplied with a load factor of 1.8, but that the roof in its original form failed under 1.4 times the specified snow load. After a relatively minor modification of the roof frames the roof supported an adequate overload.
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LanguageEnglish
AffiliationNational Research Council Canada
NoteReprinted as NRC technical report Research Paper of the Division of Building Research DBR-RP-43
Peer reviewedNo
NRC number4387
396
NPARC number20375152
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Record identifier96cffcfc-66e1-4c70-819d-c82e2d694d3b
Record created2012-07-23
Record modified2016-10-03
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