Discussion :: Steel Structure Design
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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
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A.
bending moment at the centre of the beam
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B.
half the bending moment at the centre of the beam
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C.
twice the bending moment at the centre of the beam
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D.
none of these.
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