Strip Footing Calculator — ft to cu yd, bags, cost

Dimensions in feet, inches · Volume in cubic yards or bags · Rebar, labor estimate
ACI 318-19

How to use this calculator

Enter the footing run — a straight wall, L-shape (2 legs), U-shape (3 legs), or full perimeter rectangle — in feet, inches, and ⅛″ fractions. Set the cross-section: width is typically twice the wall thickness (16″ under an 8″ block wall) and depth is the poured concrete itself, not the trench. The calculator reports concrete quantities and a drawing-based reinforcement takeoff. Enter lap, cover, hooks and corner extensions from the structural details. Tap any dimension on the diagram to jump to its input.

Cost — pick ready-mix delivery per yd³, 80-lb bags, or 60-lb bags to get total material cost.
Reinforcement takeoff — use design drawings — longitudinal rebar #4 or #5 running lengthwise, plus optional stirrups/ties from the structural drawings, with lap splices at 40db.
Labor — rate per linear foot, per yd³, or a flat price. Grand total sums all active sections.

10×10 Shed perim 12×8″ 24×24 Garage perim 16×10″ 30×40 House perim 16×12″ 50 ft Block Wall 16×10″ L-Add 20+15 ft 16×10″ U-Porch 12+20+12 ft 12×8″
Footing Layout & Dimensions
All layout lengths must be entered along the footing centerline. Outside-face dimensions will double-count or omit concrete at corners.
Total run of the footing
ft in
Typical: 12″ light · 16″ standard · 20–24″ heavy loads
in
Typical: 8″ minimum · 10–12″ standard · below frost line
in
5% simple · 10% typical · 15–20% complex
%
Diagram · tap labels to focus inputs
Plan View
Optional sections:
$Concrete Price
Choose how you're buying concrete:
$
per cubic yard, delivered
Reinforcement takeoff — use design drawings
Quantity takeoff only. Bar count, spacing, cover, lap, hooks and corner detailing must come from the structural drawings.
ft
in
in
in
in / stirrup
$
per linear foot of rebar
$
per pre-bent stirrup
Labor Cost
Price per unit for footing work (excavation, forming, pouring):
$
Typical: $8–15/lf residential · $15–25/lf commercial
Results
Concrete
Volume (+waste)
yd³
Volume (net)
yd³
Total Length
lin ft
Top Area
ft²
Contact Area
ft² (base)
Weight
lbs

Saved Calculations

TimeLayoutLengthVol yd³Concrete $RebarRebar $LaborTotal
No saved calculations

How to Calculate Concrete for a Strip Footing

A strip footing (also called a continuous or wall footing) is the concrete band poured beneath a load-bearing wall to spread the wall load onto the soil. Volume is the cross-section (width × depth) carried along the total run, so a long, narrow band consumes ready-mix fast — a 40 ft × 16″ × 10″ footing alone is about 1.6 yd³. Order ready-mix when the pour exceeds roughly 1 yd³; below that, bagged concrete is usually cheaper and avoids a short-load fee. The 5–10% waste allowance covers over-excavated trench walls and uneven subgrade — bump it to 15% for hand-dug trenches in soft ground. If you are sizing a foundation from scratch, work out the wall footing here, then add the column footings with the spread footing calculator and any deep supports with the concrete pier calculator.

Formulas

Volume: V = total length × width × depth. For a closed rectangle the total length = 2 × (L + W); L and U layouts sum their straight legs. Volume in yd³ = V(ft³) ÷ 27. An 80-lb bag yields ≈ 0.6 ft³ (0.022 yd³); a 60-lb bag ≈ 0.45 ft³ (0.017 yd³), so a yard of concrete is roughly 45 × 80-lb bags. Concrete weighs ≈ 150 lb/ft³ (4,050 lb/yd³). For an isolated bag-count check use the concrete bag calculator.

Reinforcement from the structural drawings

Strip footings carry longitudinal rebar (#4 or #5) over the full length with lap splices at 40 bar diameters (40db) — about 20″ for #4 bar. Standard 20-ft bars set the splice count. Optional #3 stirrups at 12″–24″ on center tie the cage together where the footing also acts as a grade beam. Minimum cover is 3″ for concrete cast against soil from the structural drawings §20.6.1. A reinforced wall footing spanning soft spots is essentially a shallow grade beam; for pile-supported foundations size the cap with the pile cap calculator.

Ordering tips & jobsite notes

In 2025 USA pricing, ready-mix is roughly $160–220/yd³ delivered, residential footing labor runs $8–15 per linear foot, and #4 grade-60 rebar is $0.80–1.40/lf at the yard. The single biggest estimating mistake on a wall footing is forgetting the short-load fee — most plants tack on $80–150 if you order under ~3 yd³, so a 40 ft × 16″ × 10″ footing (≈ 1.6 yd³) is often cheaper in 80-lb bags than from the truck. Don't forget the keyway: a 2×4 chamfer pressed into the wet top gives the stem wall a positive shear key. Per IRC §R403.1, the trench bottom must rest on undisturbed soil below the local frost line, and minimum cover to rebar from concrete cast against soil is 3″ (ACI 318-19 §20.6.1).

FAQ

How wide should a strip footing be? Typically twice the wall width — a 16″ footing under a standard 8″ block wall. The IRC allows 12″ for light one-story residential loads on firm soil.
How deep should a strip footing be? The poured thickness is 8″ minimum (10–12″ standard), but the underside must sit below the local frost line — 24–48″ in cold climates. Footing depth here is the concrete thickness, not the trench depth.
Do I need rebar in a strip footing? Plain footings are permitted for some light residential cases, but two continuous #4 bars are standard practice and required wherever the footing bridges variable bearing or seismic detailing applies.

Calculation notesWhat this calculator doesOpen the formula basis, references and assumptions when you need to verify the detailed method.Review details

Foundation geometry is converted to concrete volume and reinforcement takeoff quantities using the entered dimensions, counts, spacing, laps and waste allowances.

Reference context

  • ACI 318
  • ASTM C387
  • project drawings and local building code

Important assumptions

  • Dimensions, quantities and prices entered by the user are correct.
  • Waste, laps, overlaps, compaction and delivery allowances must match the actual project.
  • Results are preliminary takeoff estimates, not a sealed structural design or permit approval.

Quality notes updated: August 1, 2026. The repository includes per-page checks for browser errors, populated results, metadata, US-market visibility, duplicate IDs and shared quality controls.

Reference names describe the applicable design and product context; they do not replace a project-specific code review. Local codes, drawings, specifications and manufacturer instructions govern the final work. Report a calculation or interface issue.

Misha Noyr, M.Eng.

Misha Noyr, M.Eng.

Civil Engineer · 15+ yrs · structural design and geotechnics. Full bio →