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WHY THE WIDITH OF COLUMN IS TAKEN FOR DESIGN OF ISOLATED
FOOTING??
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Answer Posted / d.ramachandran
do u mean we can take moment for the whole width of footing
moment at the face of column is main for footing design..
even tapering may not be needed as it is done only to save
concrete as steel is required in free end
but in case of deep footins more than 1.5 feet double
reinforcement is givenat top and botttom
i hope ihave explained correctly..somebody may pl answer to
my mail
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