Question: The bracket shown in figure Q 6 below is welded to a column flange by means of fillet welds provided on the edges as shown.

The bracket shown in figure Q6 below is welded to a column flange by means of fillet welds
provided on the edges as shown. The bracket is 18 mm in thickness and subjected to an
eccentric load of 300 kN . If the allowable shear stress in the weld is 110MNm2, determine the
suitable size of the weld.
The bracket shown in figure Q 6 below is welded

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