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Fatigue strength of welded details in long life region, for example over five million cycles, is essential for fatigue design of bridge components, because the stress ranges measured in service are often in this range. Constant amplitude fatigue tests on 200 mm long gussets welded to tensile plates and tensile flange of beams and on 200 mm long cover plates subjected to low stress ranges were carried out, and constant amplitude fatigue limits were evaluated. The test results on 200 mm longdoi:10.2208/jscej.1989.404_45 fatcat:or3jciiavvcctm6uk37mhggnaa