A square footing of an RCC column of side length 2 m and effective depth 200 mm is provided for 250 × 250 mm column. The line of action of vertical load passes through the centroid of footing as well as the column. If the total magnitude of the factored load is 320 kN.
1
Nominal traverse single shear stress in footing is 0.27 N/mm2
2
Critical section for two- way shear is at a distance of 100 mm from face of the column.
3
Nominal traverse single shear stress in footing is 0.12 N/mm2
4
Critical section for one way shear is at a distance of 100 mm from face of the column.