Aiming at the similarities and differences between Chinese code and Eurocode of concrete structure design,we contrast and discuss the strength grade of concrete,the thickness of concrete cover and the concrete exposure levels,and analyze the carrying capacity of the target of reinforcement and the crack width calculation principle.Based on an actual project as an example,we analyze qualitatively carrying capacity,reinforcing bars and the crack width of flexural member.The results show that in the same situation the crack calculated by Chinese code is larger than that by Eurocode,also the crack controlling by Chinese code is stricter.The results can provide reference to the overseas project structure design.