WHY THE WIDITH OF COLUMN IS TAKEN FOR DESIGN OF ISOLATED
FOOTING??
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Answer Posted / d.ramachandran
IT SEEMS ANSWER BY MR MINAZ AKBAR IS CENT PERCENT CORRECT
AS THE FOOTING IS DESIGNED FOR PUNCHING SHEAR AND DIAGONAL
SHEAR THE PERIPHERY OF COLUMN IS TAKEN FOR CALCULATING
PUNCHING SHEAR......BENDING MOMENT MAY VARY DEPENDING ON THE
THE OVERHANG PORTION OF THE FOOTING AND IT MAY NOT BE A
FACTOR FOR WIDTH OF COLUMN
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