Skip to main content
Calcimator

Wall Form Pressure Calculator

Lateral concrete pressure from pour rate and temperature per ACI 347R.

About this calculator

Lateral Pressure is calculated from an ACI 347R formula driven by Pour Rate and Concrete Temperature, but the result is always capped at the LOWEST of three values, not just two: that formula value, Full Hydrostatic (Concrete Unit Weight times Form Height -- the pressure fresh concrete would exert if it behaved as a fully liquid fluid), and a separate ACI ceiling of 2000·Cw psf (for pour rates at or below 7 ft/hr) or 3000·Cw psf (above 7 ft/hr), where Cw is the unit-weight coefficient. That ACI ceiling is easy to overlook because it isn't always the binding one, but it can govern even when hydrostatic pressure would allow more -- for example, at a 7 ft/hr pour rate, 40°F concrete, 20 ft form height, and Cc=1.4, the formula gives 2415 psf and the hydrostatic cap allows 3000 psf, but the displayed Lateral Pressure is 2000 psf because the ACI ceiling is the lowest of the three. At this calculator's default settings, the ACI formula value (about 793 psf) is well below the hydrostatic cap, so Form Height has no effect on Lateral Pressure at all once it's tall enough for hydrostatic pressure to exceed the formula value -- which happens above roughly 5.3 ft at these settings. Below that height, Form Height becomes the ENTIRE story: the hydrostatic ceiling is what's actually limiting the pressure, and Lateral Pressure tracks Form Height directly rather than the pour- rate formula.

Concrete Temperature moves pressure in the opposite direction from what you might expect from a simple "warmer means more pressure" intuition -- because temperature sits in the denominator of the ACI formula (representing faster strength gain at higher temperatures), warmer concrete actually produces LOWER lateral pressure, not higher, since it stiffens and stops behaving like a fluid sooner. Pour Rate raises pressure only up to the point where a cap takes over -- the formula itself switches to a different equation above 7 ft/hr (the threshold between column-type and wall-type placement rates), and both regimes increase the FORMULA value with faster placement, but once that formula value reaches whichever cap (hydrostatic or the ACI ceiling) is binding, further increases in Pour Rate have no effect on the displayed Lateral Pressure. At this calculator's default settings, that happens at a pour rate of about 18.25 ft/hr, where Lateral Pressure hits the 1,500 psf hydrostatic ceiling and then stays flat all the way to the top of Pour Rate's 30 ft/hr range -- covering roughly the top 39% of the input's declared span.

Inputs

°F
ft

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

Figures current as of 2021. Source: American Concrete Institute, ACI PRC-347-14(21), Guide to Formwork for Concrete (Reapproved 2021)

How to Use This Calculator
  1. Enter the Pour Rate in feet/hour and Concrete Temperature at placement.
  2. Enter Form Height, Concrete Unit Weight, and the Chemistry Coefficient (Cc) for your cement type.
  3. Review Lateral Pressure in psf and psi — this value drives all subsequent formwork design.
  4. Check Equivalent Fluid Head to understand what fraction of full hydrostatic pressure governs.
  5. 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)
0.86681.9
1.01800.8
1.19943.5
1.341,062.4

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

  1. Identify Input Parameters
    4 parameters
    Pour rate (ft/hr) = 5, Concrete temperature (°F) = 70, Form height (ft) = 10, Concrete unit weight (pcf) = 150 = 5 input(s) provided
  2. Calculate Lateral pressure
    792.9 = 792.9
  3. Calculate Lateral pressure
    Lateral pressure = lateralPressure / 144
    5.51 = 5.51
  4. Calculate Equivalent fluid head
    Equivalent fluid head = lateralPressure / unitWeight
    5.29 = 5.29

Figures and sources

Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

Why doesn't increasing Form Height change the Lateral Pressure at the default settings?

Because Lateral Pressure is capped at whichever is lowest of three values: the ACI PRC-347-14(21) formula value, the full hydrostatic pressure (unit weight times form height), or a separate ACI ceiling (2000·Cw or 3000·Cw psf, depending on pour rate). At this calculator's defaults the formula value is well under the hydrostatic ceiling, so once the form is tall enough (roughly 5.3 ft or more at these settings) for hydrostatic pressure to exceed that formula value, further height increases have no effect — the formula, not the height, is what's governing.

Does warmer concrete increase or decrease lateral pressure?

Decrease it — Concrete Temperature sits in the denominator of the ACI 347R pressure formula, so higher temperatures (which accelerate strength gain) LOWER the calculated Lateral Pressure, not raise it. This can feel counterintuitive, but it reflects that warmer concrete stiffens faster and behaves like a fluid for less time.

Why does Lateral Pressure track Form Height so closely on short forms?

Because for short forms, full hydrostatic pressure (a simple product of Concrete Unit Weight and Form Height) is actually LOWER than what the ACI pour-rate formula would otherwise allow, so the hydrostatic ceiling — not the pour-rate formula — is what caps the result. In that regime, Lateral Pressure rises in direct proportion to Form Height until the form gets tall enough for the formula value to take over as the binding limit.

Does Pour Rate always raise Lateral Pressure, even above 7 ft/hr?

Only up to a point. ACI 347R switches to a different equation for pour rates above 7 ft/hr (reflecting wall placements faster than the column-rate threshold), and both the low-rate and high-rate equations increase the underlying formula value as Pour Rate rises -- but the DISPLAYED Lateral Pressure is capped at the hydrostatic ceiling and the ACI ceiling, whichever is lower. At this calculator's default settings, Lateral Pressure stops rising once Pour Rate reaches about 18.25 ft/hr (where it hits the 1,500 psf hydrostatic cap) and stays flat for the remaining 39% of Pour Rate's declared range, up to 30 ft/hr.

The questions that sit next to this one — chosen by subject, including calculators filed under a different category.

More in Construction & Building Trades.