Study On The Capacity Of Steel Reinforced Concrete Beam And Steel Reinforced Concrete Column

This thesis calculates and analyzes the SRC(Steel Reinforced Concrete) component's ultimate moment capacity in the method of minute strip computation based on the plane hypothesis and contrasts each method precision and analyzes its validity.In view of the fact that the SRC structure is widely applied in the structure of complex stress and big supporting capacity, this thesis has analyzed the commonly used SRC beam and column component stress characteristic, the supporting capacity, the stress - strain relations, the beam and column stress distributed rule and the different concrete intensity rank, different percentage of steel and the section steel different arrangement influence the supporting capacity. A few of M—N correlation curves are drawn precisely through the compilation procedure based on the plane hypothesis and contrasted with the existing results, finding the law and making suggestions.