This paper introduces the research method of mechanical properties of local structure of L8 steel box girder of Xianyue road main bridge in Xiamen. The local stability of the main girder web of the steel box girder in the process of jacking is analyzed and the adjustment measures are put forward. Through the analysis of the whole process of jacking, the maximum reaction force of the slideway beam in the process of jacking is selected, and combined with the actual situation of the project after the adjustment measures, ANSYS finite element analysis software is used to analyze the mechanical state of the sliding fulcrum on the top of the temporary pier of steel box girder and the contact with the slideway girder, and to analyze the local structural stress of the guide beam when it is 50m overhanging. It provides technical support for the jacking construction of steel box girder and ensures the smooth construction.