PLAIN‐COMBINED FOOTING QUANTITY SURVEY | VOLUME OF CONCRETE | AREA OF SHUTTERING | AREA OF BITUMEN PAINT
1. Plain‐Combined footing Volume Of Concrete Calculation
2. Plain‐Combined footing Area Of Shuttering Calculation
3. Plain‐Combined footing Area Of Bitumen Paint Calculation
F = 3.50m x 1.20m x 0.60m
C1 = 0.40m x 0.40m
C2 = Ø=0.50 ;
Solution:
1. Volume of Concrete = Area x Depth
= L x B x D
= 3.5 x 1.20 x 0.60
= 2.52 m3
2. Shuttering Area = Peripheral Length x Depth
= (L + B ) x 2 x D
= (3.5 + 1.2 ) x 2 x 0.60
= 5.64 m2
3. Bitumen paint Area = peripheral length x Depth + top area ‐ Column Area
= (L + B ) x 2 x D + L x B ‐ l x b (Column Dimensions)
= (3.5 + 1.2) x 2 x 0.60 + 3.5 x 1.2 ‐ 0.40 x 0.40 ‐ π/4 x 0.52
= 9.483 m2
Must
read: Plain
Footing Quantity Survey | Volume Of Concrete | Area Of Shuttering | Area Of
Bitumen Paint
Must
read: Raft
footing Quantity Survey | Volume Of Concrete | Area Of Shuttering | Area Of
Bitumen Paint
Must
read: Step
footing Quantity Survey | Volume Of Concrete | Area Of Shuttering | Area Of
Bitumen Paint
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