MachineCalcs

Deck Footing Size Calculator

Size a preliminary round or square deck/post footing from service load, load factor, entered allowable soil bearing, selected footing dimensions and concrete takeoff assumptions. Formula-only bearing screen.

Structural 9 inputs 11 results

Calculator

Gravity load carried by one footing or post location before the entered load factor.
lbf
Multiplier applied to the entered service load before comparing soil bearing.
Entered allowable bearing pressure for the supporting soil. The calculator does not choose this value.
psf
Used for selected-area utilization and concrete quantity.
Trial round footing or tube diameter to check.
in
Concrete thickness or depth for quantity only. Structural thickness/punching checks are outside this screen.
in
Number of similar footings for total concrete quantity.
footings
Normal-weight concrete is often around 2300-2400 kg/m^3.
lb/ft³

Results

Default result
Edit inputs
Required bearing area(A_req)
2.667ft²
Pass

Design load divided by entered allowable soil bearing.

Also computed

Required round diameter(D_req)22.11in

Diameter of a round footing with the required bearing area.

Required square width(B_req)19.6in

Side length of a square footing with the required bearing area.

Selected bearing area(A_sel)3.142ft²

Actual soil pressure(q_actual)Pass1,273psf

Below the entered allowable soil bearing.

Bearing utilization(U)Pass0.849

Actual soil pressure divided by entered allowable soil bearing.

Bearing load margin(P_margin)712.4lbf

712.4 lbf

Positive load margin against entered soil bearing.

Deck footing bearing preview: utilization 0.85, within entered soil bearingDeck footing bearing previewRequired area from load divided by entered allowable soil bearing.selected footing bearing areabearing utilization0.85soil pressure61.0 kPamargin3.2 kN
Method notes 4 notes
  • Required bearing area A_req = P*F/q_allow, with q_allow supplied by the user/project.
  • Round diameter D_req = sqrt(4*A_req/pi); square width B_req = sqrt(A_req).
  • Selected thickness/depth is used for concrete quantity only; this does not check frost depth, punching shear, uplift, lateral loads, post bases, reinforcement, settlement or permit requirements.
  • Pair this with the concrete-bag takeoff page if you need bag yield rounding for a purchased premix product.

Deck footing sizing by load starts with bearing area, A_req = P*F/q_allow, where P is the service load per footing, F is your load factor and q_allow is the user-entered allowable soil bearing. This calculator converts that area to a round diameter D = sqrt(4A/pi) or square width B = sqrt(A), then checks a selected footing's soil pressure and concrete quantity. It is not frost-depth, reinforcement, punching-shear, uplift or permit approval.

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All Structural

How to use this calculator

  1. Enter post load. Use the gravity load carried by one footing or post location.
  2. Set load factor. Apply a project load or safety factor before comparing soil bearing.
  3. Enter soil bearing. Use local code, geotech or project allowable soil bearing.
  4. Check a selected footing. Choose round or square and enter the trial diameter or width.
  5. Review utilization. Compare selected soil pressure and utilization before moving to concrete quantity and detailing.

How it works

This deck footing size calculator is a bearing-area screen. It starts with the load on one post or pier, applies your entered load factor, then divides by the allowable soil bearing you supply:

A_req = P x F / q_allow

A round footing with that area has diameter: D_req = sqrt(4 x A_req / pi). A square footing with that area has width B_req = sqrt(A_req). The selected footing check then compares actual pressure q_actual = P x F / A_selected with the entered allowable bearing.

Use this before the deck footing concrete calculator. This page chooses preliminary bearing area; the concrete takeoff page turns final diameter/depth and bag yield into bags. For load-led searches, use the deck footing size by load page before moving into material takeoff.

Worked example

Verified against the live calculator

A deck post carries 4,000 lbf. With a load factor of 1.0 and allowable soil bearing of 1,500 psf, the required area is 4000 / 1500 = 2.67 ft^2. A round footing with that area needs diameter sqrt(4 x 2.67 / pi) = 1.84 ft, or about 22 in. A selected 24 in round footing has about 3.14 ft^2 of area and an actual pressure near 1,270 psf, so it is under the entered bearing value.

Frequently asked questions

How do you size a deck footing from load?

For a first-pass bearing screen, multiply the service load by your load factor, then divide by allowable soil bearing: A_req = P x F / q_allow. A round footing diameter is D = sqrt(4 x A_req / pi), and a square footing width is B = sqrt(A_req).

Where does allowable soil bearing come from?

Use the value required by your local code, a geotechnical report or project criteria. This calculator does not choose soil bearing capacity because soil type, frost, fill, groundwater, settlement and jurisdiction matter.

Is this the same as the deck footing concrete calculator?

No. This page sizes preliminary bearing area and checks a selected footing. The deck footing concrete calculator is a material takeoff for concrete volume and bag count after the footing diameter/depth are known.

Does this design reinforcement, thickness or frost depth?

No. Thickness/depth is used only for concrete quantity here. Final footing design needs frost depth, reinforcement, punching/shear, uplift, lateral load, post-base hardware, settlement and local permit review.

Method & assumptions

  • Formula-only bearing area screen from user-entered load and allowable soil bearing.
  • Round and square bearing areas only; bell bottoms, spread footings, eccentric posts and stepped pads need project-specific geometry.
  • Selected thickness/depth is used for volume only. It is not a frost-depth, punching-shear, one-way-shear, settlement, uplift, lateral-load or reinforcement check.
  • Final footing size, embedment, post base, connector, rebar, frost depth, uplift, lateral resistance, drainage, soil preparation and permit approval depend on local code and site conditions.

Source boundary

Formula-only bearing-area worksheet from user-entered load and allowable soil bearing. Verify final deck footings against local code, soil/geotechnical data and engineered drawings.

Related deck workflow

Set load paths with deck joist span, deck beam span and ledger fastener spacing. Use deck footing size by load when post reaction is the starting point. Then estimate material with deck boards, rebar spacing and rebar lap splice length, then footing concrete.

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