The aim of the work is to find the relationship between the effective lengths of fillet welds determined by the
directional method and the simplified method in a tee joint loaded in any way. This causes a complex state of
stresses in the weld. The work shows for which loads it is important to use particular calculation methods
in order to obtain a more economical solution. Thanks to this and careful execution of welds, measurable
material savings can be achieved.
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