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The column shear design was checked according to IS 13920 for ductile detailing. [1] The column shear stresses were found to be less than the concrete capacity. [2] The percentage of lateral loads were also found to be less than the code limit. [3] However, when the beam plastic hinge capacities were considered to calculate the column shear forces, the column was found to fail in shear. [4] This high shear force percentage could only be possible in very impractical load conditions.

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Anonymous qz8zQ6
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