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  1. Don Ruc
    I have a doubt that how the RC corbel action(Tie action) is applied to the RC column analysisIs it correct to applied it as a Pxav(P- vertical action on corbel, av- distance between root of corbel & line of action) or as a Tie force which counteracting the column compressive load. Consider that the RC corbel and RC column are non precast element
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