Strength of welded headed studs in ribbed metal deck on composite joists

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dc.contributor.authorSublett, Charles Nelsonen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T21:48:10Zen
dc.date.adate2009-10-24en
dc.date.available2014-03-14T21:48:10Zen
dc.date.issued1991en
dc.date.rdate2009-10-24en
dc.date.sdate2009-10-24en
dc.description.abstractStandards for stud strength in composite joists are presently not available. Existing standards for composite design are targeted for composite beam design while design of a composite joist requires more emphasis on stud strength to fully develop the joist bottom chord. Stud placement in the deck flute is investigated. Thirty-six push-off specimens were tested with three different deck geometries. A normal load apparatus models gravity loading in an attempt to represent full-scale joist behavior during the push-off test procedure. The results illustrate that the current AISC specifications (ASD 1989; LRFD 1986) do not accurately predict stud strength for studs placed in ribbed metal deck when the deck is perpendicular to the shear loading.en
dc.description.degreeMaster of Scienceen
dc.format.extentx, 258 leavesen
dc.format.mediumBTDen
dc.format.mimetypeapplication/pdfen
dc.identifier.otheretd-10242009-020240en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-10242009-020240/en
dc.identifier.urihttp://hdl.handle.net/10919/45303en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartLD5655.V855_1991.S926.pdfen
dc.relation.isformatofOCLC# 24111850en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V855 1991.S926en
dc.subject.lcshSteel joists -- Researchen
dc.titleStrength of welded headed studs in ribbed metal deck on composite joistsen
dc.typeThesisen
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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