A steel rod is projecting out of rigid wall. The shearing strength of steel is $345 \,\,MN/m^2.$ The dimensions $AB = 5\,\, cm,\,BC = BE = 2\,\, cm.$ The maximum load that can be put on the face $ABCD$ is .......... $kg$ (neglect bending of the rod)  $(g = 10\,\, m/s^2)$
  • A$3450$
  • B$1380$
  • C$13800$
  • D$345$
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