In order to evaluate the truss design and construction quality correctly, the deflectioncalculation methods using three different datum selections are introduced.
In order to study the stress and deflectioncalculation methods, the stress characteristics of castellated beams were obtained through overall and local stability analysis by ANSYS.
Used the deflectioncalculation method proposed by the paper, calculated the deflection under various load of the cracked prestressed concrete beam, and compared with experimental value.