Civil Engineering Association

‪Ultimate Strength of Eccentric Welded Connection Subjet to Shear and Moment‬

The ultimate strength capacity of eccentric welded web bracket may be controlled by one of the following:

(1) Elastic buckling of the web bracket along the free diagonal edge if thickness of that web plate is too small. This was investigated theoretically and experimentally by Salmon (3, 4).

(2) Yielding along the free diagonal edge prior to buckling, at which redistribution of stress occurs. In this case plates would have considerable post buckling strength.

(3) Failure of welds due the combined action of shear and moment.
This paper deals with the las type of failure when it controls the ultimate strength of such connections.

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