Abstract
1 min readThis paper analyzed and summarized the NM force correlation curves of eccentrically pressed and steel reinforced concrete parts with rectangular cross section in all occasions and then found out the different MuNu combinatory interrelation of eccentrically pressed steelconcrete parts which had a certain section area,reinforcing steel and strength and reached their maximal load capacity,and worked out the methods to determine the most disadvantageous one of differently combined internal NM force groups endured by the same rectangular cross section and to draw diagrams for the section design of eccengrically pressed members.All the analyzed results provided basis to design calcuation and simplified the calculation.
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