The invention relates to an implementation method for multiple stress systems of a beam bridge in a straddle type monorail transport line, and belongs to the technical field of bridge engineering, wherein the implementation method is applied to all types of straddle type monorail transport including light-duty, medium-duty and heavy-duty straddle type monorail transport. According to the implementation method, an existing straddle type monorail transport line design is changed from a single simply supported system to the multiple stress systems including a simply supported variable continuous system, a simply supported variable continuous rigid frame system, a simply supported variable rigid frame system, a simply supported system and the like. Therefore, adaptability to the terrain, landforms, geological conditions, road conditions and the like on the line is enhanced, the smoothness of the line is enhanced, the number of expansion joints and supports on the monorail transport line is greatly reduced, abrasion of rubber tires and construction cost are lowered, the service life of a vehicle is prolonged, and operation and maintenance cost is lowered. The implementation method is a huge innovation in a true sense and has great significance in boosting the development of the straddle type monorail transport.