part 1:

SOME IMPORTANT RESULTS FROM THE VIDEO:

1. Size of footing = 6m x 2.6m
2. Net upward soil pressure = 181.81 KN/M^2
3.Load per m width of footing = 472.72 KN/M
4. CG of column load and CG of footing coincides at distance 2.28 m from the center of column A.

calculations of longitudinal and trensverse reinforcement is included here in part2.

Design of combined rectangular footing part 2

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Design of isolated rectangular footing:

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