This paper repots an evaluation method for the shear strength of interior joints consisting of steel beams and reinforced concrete concrete columns. The shear strength is generallycalculated by the sum of the nominal shear resistance of a steel web panel and concrete elements. In this paper, the shear strength is calculated in considerati of the relation between the shear crack and the maximum strength of beam-column.Design equations presented herein are evaluated through comparison with existing experimental results. The comparisons between experimental and calculated resuts indicate an excellent agreement.
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