Column Formwork Calculator

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Column
mm
mm
m
Concrete placement
m/h
°C
kg/m³
Formwork
mm
%
Column formworkSection400 mm600 mmElevation3.5 mclamps @ 450 mmmyconstructioncalculator.comNot to scale
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Results

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Facing sheets required
3sheets, 10% waste incl.
Contact area7.0 m²
Clamp / yoke sets9 sets
Concrete volume0.84 m³
Peak lateral pressure on formwork
82.4 kPa
100% of full hydrostatic pressure at this height: full liquid head w·h governs.
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Working
  1. Cw = 1.000 (from density); Cc = 1.0; R = 19.69 ft/h; T = 68 °F
  2. ACI 347: p = Cw·Cc·(150 + 9000R/T) = 131.9 kPa
  3. Limits: minimum 600·Cw psf; maximum w·h = 82.4 kPa
  4. Design pressure = 82.4 kPa, reached 3.50 m below the top of the pour
  5. Contact area = 2 × (W + D) × H × n = 2 × (0.40 + 0.60) × 3.50 × 1 = 7.0 m²
  6. Clamp sets = (⌈H ÷ 450⌉ + 1) × 1 = 9
  7. Clamps at the base carry the highest pressure (82.4 kPa); many suppliers close up clamp spacing in the bottom third.

Results are estimates for planning and material ordering only. They are not a substitute for structural design or approval by a qualified engineer. Read the full disclaimer.

Column Formwork Calculator byMy Construction Calculator: free construction calculators with the working shown.