Question: Eccentrically loaded isolated rectangular footing: Design the footing for the rectangular column subjected to a factored load of 1 4 0 0 k N and

Eccentrically loaded isolated rectangular footing:
Design the footing for the rectangular column subjected to a factored load of 1400kN and a factored moment of 90kN.m shown in Figure (1). Assume SBC of soil as 200kNm2 at 1.5m depth and use fc'=25MPa and fy=420MPa for the footing. Note that the moment is reversible.
Eccentrically loaded isolated rectangular

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