In the new code for design of concrete structures ( gb50010 - 2002 ) , it ' s also pointed out definitely 而且新頒布的《混凝土結構設計規范》 gb50010 - 2002中,也明確提出將hrb400級鋼筋作為鋼筋混凝土結構的主導鋼筋。
The calculation results using the formula in code for design of concrete structures ( gb50010 - 2002 ) can fulfill requires of design 按照現行規范《混凝土結構設計規范》 ( gb50010 - 2002 )驗算,承載力均可滿足要求。
Compared the limitation of crack width of different codes , suggestion is made that the limitation of code for design of concrete structure should be broadened 比較了國內外裂縫寬度限值的條件與限值,建議對hrb400級鋼筋混凝土構件的裂縫寬度限值分條件放寬。
The standard of steel bar ' s intensity has been marked in " code for design of concrete structures " of china , but the standard of steel bar ' s ductility has not . the problem should be solved 我國《混凝土結構設計規范》已對鋼筋強度提出了統一的標準,但對于鋼筋延性尚未作出明確規定,可見對鋼筋延性提出統一的評定標準是亟待解決的問題。