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A closed thin-walled tube has thickness, $t$, mean enclosed area within the boundary of the centerline of tube’s thickness, $A_m$, and shear stress, $\tau$. Torsional moment of resistance, $T$, of the section would be

  1. $0.5 \tau A_m t$
  2. $\tau A_m t$
  3. $2 \tau A_m t$
  4. $4 \tau A_m t$
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