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Rebar Calculator for a Slab (Bars, Sticks, Lap Splices & Weight)

How much rebar a rectangular slab grid needs: bar count each way, lap splices, total linear feet, 20 ft sticks to order and steel weight from ASTM A615 bar weights.

Formula

Bars each way = ⌊(clear span ÷ spacing)⌋ + 1, where clear span = side × 12 − 2 × edge clearance. A run longer than one stick needs ⌈(run − lap) ÷ (stick − lap)⌉ pieces, adding one lap per joint; lap = bar diameters × bar diameter. Linear ft = (bars × run + splices × lap) ÷ 12; sticks = ⌈linear ft × (1 + allowance) ÷ stick length⌉; weight = linear ft × ASTM A615 lb/ft.

Worked example

Inputs: Slab length = 30 ft; Slab width = 24 ft; Bar spacing on center (from your plans) = 12 in; Edge clearance each side = 3 in; Bar size = 4; Stick length = 20 ft; Lap splice length in bar diameters (from your plans or engineer) = 40; Cut-off allowance = 5 %.

Bars running lengthwise24
Bars running widthwise30
Lap splices54
Lap length in20
Total linear ft1,503
Sticks to order79
Steel weight lb1,004
Tie intersections720

FAQ

How much does #4 rebar weigh per foot?

0.668 lb per foot (ASTM A615 nominal), so a 20 ft stick of #4 weighs about 13.4 lb. #3 is 0.376 lb/ft and #5 is 1.043 lb/ft.

How many sticks of rebar for a 24 × 30 slab at 12 in on center?

With 3 in edge clearance, #4 bars, 20 ft sticks and 40 bar-diameter laps, that is 24 bars one way and 30 the other, 54 lap splices, about 1,503 linear ft, and 79 sticks with a 5% allowance, about 1,004 lb of steel.

What lap length should I use?

Use the lap on your plans or from your engineer; it depends on bar size, concrete strength and code. The 40 bar-diameter default (20 in for #4) is only an editable placeholder.

Does this cover footings or walls?

No. It is for a single flat mat in a rectangular slab. For a two-layer mat, run it twice; for footings, count bars from your footing detail.

Sources

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Last reviewed 2026-10-14.