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1. For a steel grillage footing to support two unequal column loads
(A): line of action of the resultant of two column loads, is made to coincide with the centre of gravity of the base of the footing
(B): trapezoidal shape is used for the base footing
(C): projections of beams on either side in lower tier are such that bending moments under columns are equal
(D): bending moment under the columns are kept equal to the bending moment between to two columns
(E): all the above.
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