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dc.contributor.authorWu, Haitengen
dc.contributor.authorMoen, Cristopher D.en
dc.date.accessioned2016-02-10T18:39:08Zen
dc.date.available2016-02-10T18:39:08Zen
dc.date.issued2016-02-06en
dc.identifier.urihttp://hdl.handle.net/10919/64795en
dc.description.abstractThe goal of this study is to quantify the restraint provided by insulated metal panels (IMPs) to girts and purlins in a metal building wall and roof system. These panels are fastened to their support members with screws that are either uniformly spaced across the panel width and penetrate through the entire panel thickness or that fasten through clips concealed within the side joint located at the panel side edges only. Current through-fastened panel design methodology in the American Iron and Steel Institute (AISI) North American Specification for the Design of Cold-Formed Steel Structural Members does not provide guidance for secondary member design when these panels are employed, thus each new IMP product requires costly testing as part of a wall or roof system in a vacuum chamber.en
dc.description.sponsorshipMetal Building Manufacturers Associationen
dc.description.sponsorshipAmerican Iron and Steel Instituteen
dc.format.extent52 p.en
dc.format.mimetypeapplication/pdfen
dc.language.isoen_USen
dc.relation.ispartofseriesCE/VPI-ST;15-03en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectInsulated metal panelsen
dc.subjectMetal buildingsen
dc.subjectRotational stiffnessen
dc.titleRotational and Translational Stiffness Provided by Insulated Metal Panels to Girts and Purlins in Metal Building Wall and Roof Systemsen
dc.typeTechnical reporten
dc.contributor.departmentCivil and Environmental Engineeringen
dc.type.dcmitypeTexten


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