This video gives the simplified concepts of design of axially loaded isolated pad footing using a numerical example as per IS 4
56:2000 code provisions.
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Erratum:
At time stamp
10:35, kindly consider "The Area of ABCD = 1022.25 x 10^3 mm^2". So subsequently the value of Two way shear will be changed.
Method of Design: Limit State Method
References:
(1) IS: 4
56:2000 "PLAIN AND REINFORCED CONCRETE -
CODE OF PRACTICE", BUREAU OF INDIAN STANDARDS.
(2) SP 34: 1987 "HANDBOOK ON CONCRETE REINFORCEMENT
AND DETNLING", BUREAU OF INDIAN STANDARDS.