Construction · Material planning

Rebar Calculator for Slabs

Estimate rebar for one rectangular slab grid using specified spacing, edge cover, stock lengths and lap overlaps. Review the cutting assumptions.

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Example values are filled in. Replace them with your measurements.

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An editable purchasing margin, not a measured compaction rate.

Enter your measurements

The calculation

Runs = ceil(usable perpendicular span ÷ spacing) + 1. Spliced stocks per run = ceil((run − lap) ÷ (stock − lap)).

  • Single grid layer; stock is counted per run without offcut reuse. Use specified cover, lap and spacing.

Saved on this device

Only estimates you choose to save are stored here.

    Measure with a little context

    How to use this rebar calculator

    Enter the spacing, cover and lap length from your design. This tool counts a single orthogonal mat and does not choose reinforcement for loads.

    Stock is counted separately for each run, allowing the entered lap at splices. Offcuts are not reused, so a detailed cutting schedule can reduce the order.

    Runs = ceil(usable perpendicular span ÷ spacing) + 1. Spliced stocks per run = ceil((run − lap) ÷ (stock − lap)).

    A worked example

    With the example values shown below, the calculated result is 38 bars. These are demonstration inputs, not installation specifications.

    View the example measurements
    • Slab length: 20 ft
    • Slab width: 12 ft
    • Maximum grid spacing: 12 in
    • Edge cover: 3 in
    • Stock bar length: 20 ft
    • Splice overlap: 24 in
    • Extra allowance: 10 %

    From estimate to order

    Whole packages and pieces round up; measured lengths, areas and volumes keep full precision during calculation. Match the product dimensions and units to your quote, and check cuts, minimum orders and delivery before purchasing.

    Read our formulas, rounding rules and limitations →

    Rebar planning questions

    What does this slab rebar calculator count?

    It counts bars in two perpendicular directions for one rectangular mat, then estimates stock pieces with your entered splice overlap. Maximum spacing, cover and lap lengths come from your design. Multiple mats, bent bars and separate footings need their own takeoff.

    Does it calculate rebar weight or development length?

    No. The tool estimates grid lengths and conservative stock counts without reusing offcuts between runs. Bar diameter, steel weight, development length and structural adequacy are separate calculations; a low material count cannot validate a reinforcement design.

    Why might a rebar takeoff differ from an area-based estimate?

    Bars must cover discrete runs across a grid, and stock lengths may require splices. The tool rounds each direction to satisfy the entered maximum spacing and counts stock pieces for each run. An area multiplier alone misses edge cover, run lengths and lap assumptions; always compare against the reinforcement schedule.

    Calculation notes updated . Formulas, sources and limitations.