Rebar Spacing Calculator

Calculate rebar quantity, spacing, bar count, weight, and ACI 318 maximum spacing compliance for slabs, footings, and column ties.

Scratchpad (not saved)

ft
ft
in

Used for ACI 318 maximum spacing check (s_max = min(3h, 18 in)).

in

Center-to-center spacing between bars.

in

Clear cover to the rebar — reduces effective spacing from edge.

What This Calculator Does

The rebar spacing calculator determines how many bars fit in a given slab or footing dimension, the total linear footage and weight, and checks compliance with ACI 318 maximum spacing limits. For slabs: maximum spacing is the lesser of 3 times the slab thickness or 18 inches. For footings: checks minimum and maximum ACI spacing. For column ties: computes tie spacing per ACI 318.

It combines Slab / Footing Length, Slab / Footing Width, Slab Thickness, Bar Size to estimate Total Bars, Total Linear Feet, Total Weight.

Formula & Method

Bars in each direction: N=L/s+1N = \lfloor L / s \rfloor + 1 where ss is center-to-center spacing in the same units as LL. Total linear footage: LF=Nlength×W+Nwidth×LLF = N_{length} \times W + N_{width} \times L. Steel area per foot: As=Abar/sftA_s = A_{bar} / s_{ft} where AbarA_{bar} is the bar cross-sectional area in in² and sfts_{ft} is spacing in feet. ACI 318 slab maximum spacing: smax=min(3h,18 in)s_{max} = \min(3h, 18\text{ in}) where hh is slab thickness.

Notation used in the formulas: RR = Total Bars; x1x_{1} = Slab / Footing Length; x2x_{2} = Slab / Footing Width; x3x_{3} = Slab Thickness; x4x_{4} = Bar Size; x5x_{5} = Bar Spacing (c/c); x6x_{6} = Concrete Cover.

Method summary: inputs are normalized to consistent units, core equations are evaluated, then secondary values are derived and rounded for display.

Use this calculator for quick scenario analysis. Start with baseline values, change one driver at a time, and compare how sensitive the results are to each input shown above.

Worked Examples

20 × 30 ft slab, #5 bar at 12 in spacing

Slab: 20 ft wide × 30 ft long, #5 bar (A = 0.31 in², lb/ft = 1.043), spacing = 12 in = 1 ft. Bars along length: ⌊20/1⌋ + 1 = 21 bars × 30 ft = 630 linear ft. Bars along width: ⌊30/1⌋ + 1 = 31 bars × 20 ft = 620 linear ft. Total linear ft = 630 + 620 = 1,250 ft. Total weight = 1,250 × 1.043 = 1,304 lbs. As per foot = 0.31 / 1.0 = 0.31 in²/ft.

ACI 318 slab maximum spacing check — 8 in slab

For an 8-inch slab: s_max = min(3 × 8, 18) = min(24, 18) = 18 inches. #4 bar at 12 in spacing: 12 ≤ 18 ✓ Compliant. #4 bar at 18 in spacing: 18 ≤ 18 ✓ Compliant (just at limit). #4 bar at 24 in spacing: 24 > 18 ✗ Non-compliant — reduce spacing.

Standard Rebar Sizes Reference Table

Bar SizeDiameter (in)Area (in²)Weight (lb/ft)
#30.3750.110.376
#40.5000.200.668
#50.6250.311.043
#60.7500.441.502
#70.8750.602.044
#81.0000.792.670
#91.1281.003.400
#101.2701.274.303
#111.4101.565.313

Inputs Used

  • Slab / Footing Length: Used directly in the calculation.
  • Slab / Footing Width: Used directly in the calculation.
  • Slab Thickness: Used for ACI 318 maximum spacing check (s_max = min(3h, 18 in)).
  • Bar Size: Used directly in the calculation.
  • Bar Spacing (c/c): Center-to-center spacing between bars.
  • Concrete Cover: Clear cover to the rebar — reduces effective spacing from edge.

Related Calculators

Rebar Spacing Calculator — ACI 318, Slabs, Footings & Column Ties | MCPCalc