Analysis and evaluation of non-prismatic axially loaded beams

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dc.contributor.advisorFrancis, Ralph
dc.contributor.advisorM., Francis
dc.contributor.authorFields, Kelvin L.
dc.date.accessioned2023-06-07T20:41:30Z
dc.date.available2023-06-07T20:41:30Z
dc.date.issued1989
dc.description.abstractThis project uses an APL program called AXBEAM to evaluate non-prismatic axially loaded members. It has been found to yeild results to within 2% of theoretical values, usually less for small scale axial loads. The behaviours which are studied include Fixed-End Moment Mf., End-Rotational Stiffness K, and Carry-Over Factor COF. The numerical procedures used in AXBEAM are, or are based on, Newmark's Method of Anaysis for Simple Beams. A user's guide and program listings are included in the Appendices of this report.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteFields, Kelvin L (1989). Analysis and evaluation of non-prismatic axially loaded beams . (Engineering Senior Report no. T-1441 1989). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1441 1989 1882/12819
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/34964
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleAnalysis and evaluation of non-prismatic axially loaded beams
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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