Welded Connections under Combined Shear and Moment

by John L. Dawe, Asst. Prof.; Fac. of Engrg., Univ. of New Brunswick, St. John, NB, Canada,
Geoffrey L. Kulak, (M.ASCE), Prof. and Chmn. of Civ. Engrg.; Univ. of Alberta, Edmonton, AB, Canada,

Serial Information: Journal of the Structural Division, 1974, Vol. 100, Issue 4, Pg. 727-741

Document Type: Journal Paper

Abstract: An analytical method is developed for predicting the ultimate strength of eccentrically loaded fillet weld connections not free to deform in the compression zone. The method uses the true load-deformation response of the welds rather than some idealized one. The validity of the approach has been verified by a testing program using 16 full-size specimens. Comparison of the ultimate strength obtained by this method with allowable loads calculated assuming elastic behavior shows that the resulting factor of safety is both high and inconsistent.

Subject Headings: Ultimate strength | Ultimate loads | Load factors | Welded connections | Deformation (mechanics) | Compressive strength | Structural strength |

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