Answer Posted / guest

Dear friends generally we do this footing calculation like
this two method =
(A)1st method =i)1.500 m x 1.500 m x 0.500 m = 1.13 Cum.
ii)½ x ( 1.500 m + 0.250 m ) x 1.500 m x 0.200 m = 0.260
Cum. (B)2nd Method =i)(1.500 x 1.500 x 0.200)+ (0.250 x
0.250 x.0.250)= 0.460 Cum.
ii) ( 1.500 x 1.500)+ ( 0.250 x 0.250)/2 x 0.200 = 0.231
Cum.
( But I think it is not proper procedure so please you do
properly )

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