nominal yield stress of connection

Circular and Rectangular Hollow Section Finite Element Stress Concentration Factor Strain Concentration Factor Para.eters for the load bearing three-plate weld) test defined that could be given to the parametric influence here. Test specimens and testing procedure tests tests evident from the test results that the load- bearing capacity was always below the calculated load- bearing capacity of the tubular sections. static load increased in steps up to the load. After each loading step, the load to the preload the measurements