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Q. For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

  • (A) bending moment at the centre of the beam
  • (B) half the bending moment at the centre of the beam
  • (C) twice the bending moment at the centre of the beam
  • (D) none of these

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