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[Music] so [Music] um hi everybody today i am going to discuss about column interaction diagram the axial and flexible resistance of reinforced concrete column sections can be expressed by this column interaction diagram the behavior of an axially loaded column depends on the magnitude of the load eccentricity the axial load resistance here i am showing on the vertical axis whereas the moment resistance i am showing it on horizontal axis the region of this column interaction diagram it is associated with different types of column behavior first of all a concentrically loaded column it is represented by a point say a and this point corresponds to 0 eccentricity condition thats why im writing here e equal to 0 again an eccentrically loaded column with a small eccentricity it is represented by this region bounded by a b and this region it is characterized by concrete control failure initiated by concrete crashing and as well an eccentrically loaded column with large eccentricity is rep
