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Rebar Spacing Guide for Slabs and Walls

Rebar spacing determines how much steel is in each square foot of concrete and directly affects structural strength. Too wide and the slab is under-reinforced; too close and it's wastefully over-reinforced or the concrete can't flow between bars. This guide covers code-compliant spacing rules for common structural elements.

Use our free calculator: Steel Weight Calculator

Spacing Rules for Slabs

For one-way residential slabs, main bars are typically spaced at 150–200 mm (6–8 inches) center-to-center, and distribution bars at 200–300 mm (8–12 inches). The maximum spacing for main reinforcement should not exceed 3 times the slab thickness or 300 mm, whichever is smaller. For a 125 mm (5-inch) slab: max spacing = 3 × 125 = 375 mm, capped at 300 mm.

Two-way slabs have main bars in both directions, so both sets follow the main-bar spacing rules. At supports, top reinforcement (crank or extra bars) extends at least one-fourth of the span length into the slab to resist negative bending moments.

Spacing for Walls, Columns, and Footings

Retaining walls and basement walls: vertical bars at 150–200 mm, horizontal (distribution) bars at 200–300 mm. Column ties (stirrups): typically 8 mm bars at 150–200 mm spacing in the mid-height zone, reducing to 75–100 mm near beam-column joints for confinement.

Footings: bottom reinforcement at 150–200 mm spacing in both directions for isolated footings. Strip footings typically have main bars along the length at 150–200 mm and distribution bars at 200–300 mm. The clear gap between bars must be at least 25 mm or 1.5 times the maximum aggregate size, whichever is larger, to allow concrete to flow.

How to Calculate Number of Bars from Spacing

Formula: Number of bars = (total length / spacing) + 1. For a 20 ft (6,096 mm) wide slab with bars at 150 mm spacing: 6,096/150 + 1 = 41.6, round to 42 bars. Each bar runs the full span length plus development length on each end (typically 40–50 times bar diameter).

To calculate steel weight from spacing: count the bars using the formula above, multiply by the bar length, then multiply by the unit weight from the D²/162 formula. Add 5% for cutting waste and laps. This bottom-up calculation should match the engineer's bar bending schedule—discrepancies indicate errors that must be resolved before pouring.

Perguntas frequentes

What is the standard rebar spacing for a roof slab?

Main reinforcement is typically spaced at 150 mm (6 inches) center-to-center and distribution bars at 225 mm (9 inches). Exact spacing depends on slab span, thickness, and loading—always follow the structural engineer's drawing.

What is the maximum allowable rebar spacing in a slab?

Per most building codes, maximum main bar spacing is 3 times the slab thickness or 300 mm, whichever is less. For a 125 mm slab, the effective maximum is 300 mm (the code cap).

Does closer spacing always mean a stronger slab?

Up to a point, yes—more steel resists more bending. But excessively close spacing (under 75 mm) prevents concrete from flowing between bars, creating voids that weaken the slab. There's also a maximum reinforcement ratio beyond which ductility suffers.

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