Trapezoidal Footing =Rectangle/ Squared Cubic Area (V1) Truncated Pyramid Area (V2)= Rectangle/ Square cubic area (V1) + Truncated Pyramid Area (V2)V = V1 +V2 Rectangle Cubic AreaTruncated Pyramid Area (V2)One Cubicl = Six part of Truncated PyramidTruncated PyramidArea = 1/6 A3= 1/6 (a-b) 3= 1/6 (a-b) (a2 + b2 +ab )a-b = 2ha2 = a x a = A1b2 = b x b = A2= 1/6 . 2h. (a2 + b2 +ab )=1/3. h. (a2 + b2 +ab )=1/3 . h. (a + b + √(a.b))=1/3. h. (A1 + A2 +√(A1.A2))Elevation of Trapezoidal FootingPlan of Trapezoidal Footing = 0.720m x 0.70 m =0.49 sq.mm = 1.6 m x 1.6 m =2.56 sq.mm= (0.5 / 3) x ( 0.49 + 2.56 + square root of ( 0.49 x 2.56))= (0.1667) x (0.49 + 2.56 + 1.12)= (0.1667) x ( 4.17 )= 0.695 Cubic meter.Square Cubic Area= 1.5m x 1.5 m x 0.3 m= 0.675 m3.N = [(Length of Footing – 2 x cover)/spacing of steel bar + 1