000012754 001__ 12754
000012754 005__ 20160920162644.0
000012754 04107 $$aeng
000012754 046__ $$k2016-09-05
000012754 100__ $$aUz, M.E.
000012754 24500 $$aTilt bearing capacity of single-shear single-row bolted connections in cold-formed steel

000012754 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012754 260__ $$bTaylor and Francis Group, London, UK
000012754 506__ $$arestricted
000012754 520__ $$2eng$$aThe major cold-formed steel code equations do not properly distinguish the tilt bearing failure mode of single-shear bolted connections without washers from the conventional bearing failure mode typical of double-shear connections. The tilt bearing failure is due to the bolt head punching through the sheet on the upstream side during tilting. Its capacity does not vary linearly with either the sheet thickness or the bolt diameter, and is affected by the sheet width. The relationships between the tilt bearing capacity and each of the three geometric variables are investigated through laboratory tests of 92 specimens composed of G450 sheet steels. The sheet thicknesses range from 1.5 to 3.0 mm, and for each thickness the sheet widths range from 50 to 120 mm. 12-mm and 16-mm bolts are used with hole clearances of 2 mm and 1 mm. On average the tilt bearing capacity varies with the square root of the bolt diameter.

000012754 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012754 653__ $$a

000012754 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012754 720__ $$aUz, M.E.$$iTeh, L.H.
000012754 8560_ $$ffischerc@itam.cas.cz
000012754 8564_ $$s935077$$uhttps://invenio.itam.cas.cz/record/12754/files/202.pdf$$yOriginal version of the author's contribution as presented on CD, 202.pdf.
000012754 962__ $$r12552
000012754 980__ $$aPAPER