Interactive Rebar Calculator

ENGINEERING SCHEMATIC
Steel Rebar Grid Spacing & Clear Cover
Volume (V) = Area × Depth 1 Cubic Yard = 27 Cubic Feet
Example default values loaded
Slab or Footing Dimensions
Rebar Spacing & Specifications
%
Total Reinforcement Steel Weight
578.0 lbs
(262.2 kg)
Total Linear Steel
865.3 ft
263.8 meters
Stock 20-Foot Bars
44 bars
Order count (20 ft lengths)
Grid Bar Count
40 bars
20 long + 20 cross
Lap Splice Length
15 in
30 × nominal bar diameter

Rebar Size Specifications & Unit Weights

ASTM standard rebar sizes are designated by eighths of an inch. A #4 bar is 4/8" (0.500" diameter). The table below lists standard dimensions and nominal weights per linear foot:

Bar Size Diameter (in) Weight (lb/ft) Nominal Area (sq in) Typical Applications
#30.375" (3/8")0.3760.11Patios, sidewalks, residential crack control
#40.500" (1/2")0.6680.20Standard 4"-6" driveways, garage floors, footings
#50.625" (5/8")1.0430.31Commercial slabs, heavy vehicle pads, retaining walls
#60.750" (3/4")1.5020.44Foundation grade beams, structural columns
#70.875" (7/8")2.0440.60Bridge decks, high-load industrial floors
#81.000" (1")2.6700.79Deep piers, heavy infrastructure foundations

How to Calculate Rebar for a Concrete Slab

To determine rebar quantities for a rectangular two-way reinforcement mat:

  1. Deduct Edge Clear Cover: Concrete expands and contracts, and steel must be protected from soil moisture and air corrosion. ACI 318 recommends 2 inches of clear concrete cover on sides and bottom for ground contact. Subtract 4 inches total from both length and width.
  2. Calculate Bar Runs: Divide net dimension by grid spacing (typically 12" or 18" on-center) and add 1 for the starter bar.
  3. Calculate Total Linear Feet: Multiply the number of bars by their length in each direction, then add standard lap splice length (minimum 30 bar diameters) for runs exceeding standard 20-foot stock bar lengths.
  4. Determine Steel Weight: Multiply total linear footage by the ASTM nominal unit weight of the selected bar size.