Calculation of Bridge Structure according to Different Norms (EC2 and MSZ)

Abstract

In this paper results of a structural design based on EC2 are compared with the findings gained by the application of the traditional Hungarian Standards (MSZ). Having introduced the loads (forces, bending moments) that affect the structure stresses in serviceability limit state at the critical section are analysed. The main conclusion is that previous designs in some cases are not acceptable according to the new regulation. The difference originates from the effects and not from sectional properties.