Footing & Column Steel Estimator

Footing & Column Steel Estimator (Net Quantities - Akola)

Accurate Theoretical Assumptions (0% Wastage, Rounded Up Bars):

• Wastage Factor: 0% weight manipulation (Provides precise total linear requirements).
• Bar Rounding: Final numbers are safely rounded up to the nearest whole bar to ensure procurement of complete 12m standard lengths.
• Concrete Cover: Clear cover considered is 50mm (2") for footings and 40mm (1.5") for columns.
• Footing Mesh: Computed both ways at 6" center-to-center spacing. A 3-inch (0.25') upward hook is added to both ends of every bar.
• Column Height: Total Column Length = Depth of Footing + Plinth Height + 11' (Slab) + 3' (Extension above slab) + 1' (L-bend/footing mat anchorage projection).
• Column Stirrups: Ties spaced at exactly 6" center-to-center vertically. Standard 135-degree hooks included in the perimeter configuration.
• Unit Weights (IS 1786): 6mm = 0.222 kg/m, 8mm = 0.395 kg/m, 10mm = 0.617 kg/m, 12mm = 0.888 kg/m, 16mm = 1.578 kg/m, 20mm = 2.466 kg/m.

Size of Footing Excavation: 4' X 4' 4' X 5' 5' X 5' 5' X 6' 6' X 6'

Number of Footings / Columns:

Footing Main Bar Size (Both ways @ 6" C/C): 10 MM 12 MM

Depth of Footing Excavation: 4' 5' 6' 7'

Height of Plinth: 3' 4' 5' 6' 7'

Column Size: 9" X 9" 9" X 12" 9" X 15" 9" X 18"

Column Stirrups (Ties) Size (@ 6" C/C): 6 MM 8 MM

Column Vertical Main Bar Combination: 4 Nos of 12 MM 4 Nos of 12 MM + 2 Nos of 10 MM 4 Nos of 16 MM + 2 Nos of 12 MM 4 Nos of 16 MM + 4 Nos of 12 MM 6 Nos of 12 MM 6 Nos of 16 MM 8 Nos of 12 MM -- Let me enter custom combinations --

Enter accurate bar counts per column:

10 MM (Nos):

12 MM (Nos):

16 MM (Nos):

20 MM (Nos):

Material Summary (0% Wastage - Rounded to Full Bars)

Theoretical calculated quantities for unit(s):

Component Breakdown	Bar Size (Diameter)	Net Weight (Kg)	Required Bars (Rounded Up to Whole Nos)