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Assuming that there is no possibility of shear buckling in the web, the maximum reduction permitted by $\text{IS 800-2007}$ in the (low-shear) design bending strength of a semi-compact steel section due to high shear is

  1. zero
  2. $\text{25 %}$
  3. $\text{50 %}$
  4. governed bye the area of the flange
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