Strength and stiffness characteristics of grossly built-up timber sections

Simple item page
dc.contributor.advisorSchriver, Allison
dc.contributor.advisorB., Schriver
dc.contributor.authorMacWilliams, Lee D.
dc.date.accessioned2023-06-07T22:01:34Z
dc.date.available2023-06-07T22:01:34Z
dc.date.issued1991
dc.description.abstractIn order t o compare the strength c h a r a c t e r i s t i c s of a 89 x 184 beam t o several b u i l t - u p designs, test specimens were tested i n the lab. A t o t a l of 15 beam specimens were tested. These were 3 designs using 5 samples of each design. One design was the 38 x 89 beam, an other design was an I-beam design constructed from 38 x 89's, and the f i n a l design used four 38 x 89's. T h e o r e t i c a l l y these b u i l t - u p sections should have c a r r i e d approximately the same load, but i t was found that the loads were s u b s t a n t i a l l y lower.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteMacWilliams, Lee D (1991). Strength and stiffness characteristics of grossly built-up timber sections . (Engineering Senior Report no. T-1511 1991). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1511 1991 1882/13174
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35990
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleStrength and stiffness characteristics of grossly built-up timber sections
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.

Files

Collections

Senior Reports