Wall Form Pressure Calculator
Lateral concrete pressure from pour rate and temperature per ACI 347R.
Inputs
Results
Lateral pressure (psf)
792.9
Lateral pressure (psi)5.51
Equivalent fluid head (ft)5.29
Full hydrostatic (psf)1,500
Design pressure (psf)1,030.7
How to Use This Calculator
- Enter the Pour Rate in feet/hour and Concrete Temperature at placement.
- Enter Form Height, Concrete Unit Weight, and the Chemistry Coefficient (Cc) for your cement type.
- Review Lateral Pressure in psf and psi — this value drives all subsequent formwork design.
- Check Equivalent Fluid Head to understand what fraction of full hydrostatic pressure governs.
- Use Design Pressure (with 1.3 safety factor) to size form ties, walers, and strongbacks.
How the result changes with Chemistry coefficient (Cc)
| Chemistry coefficient (Cc) | Lateral pressure (psf) |
|---|---|
| 0.86 | 681.9 |
| 1.01 | 800.8 |
| 1.19 | 943.5 |
| 1.34 | 1,062.4 |
What each input means
- Pour rate (ft/hr)
- Vertical rate of concrete placement in feet per hour.
- Concrete temperature (°F)
- Temperature of fresh concrete at time of placement.
- Form height (ft)
- Total height of the vertical form from base to top of pour.
- Concrete unit weight (pcf)
- Unit weight of concrete. Normal weight is 145-150 pcf.
- Chemistry coefficient (Cc)
- ACI 347 chemistry coefficient: 1.0 for Type I cement, 1.2 for Type I with retarder, 1.4 for other types with retarder.
What each result means
- Lateral pressure (psf)
- Maximum lateral pressure on the formwork per ACI 347R.
- Lateral pressure (psi)
- Same lateral pressure converted to pounds per square inch.
- Equivalent fluid head (ft)
- Height of concrete that would produce this pressure if fully fluid.
- Full hydrostatic (psf)
- Maximum possible pressure if concrete were fully liquid (upper bound).
- Design pressure (psf)
- Lateral pressure multiplied by 1.3 safety factor for form design.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersPour rate (ft/hr) = 5, Concrete temperature (°F) = 70, Form height (ft) = 10, Concrete unit weight (pcf) = 150 = 5 input(s) provided
- Calculate Lateral pressure792.9 = 792.9
- Calculate Lateral pressureLateral pressure = lateralPressure / 1445.51 = 5.51
- Calculate Equivalent fluid headEquivalent fluid head = lateralPressure / unitWeight5.29 = 5.29
Engine last updated .
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