Rebar Calculator for a Slab (Bars, Sticks, Lap Splices & Weight)
calc_rebarHow 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.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| bar | No | Bar size; default 4 | |
| edge_in | No | Edge clearance each side (in); default 3 | |
| width_ft | No | Slab width (ft); default 24 | |
| length_ft | No | Slab length (ft); default 30 | |
| waste_pct | No | Cut-off allowance (%); default 5 | |
| spacing_in | No | Bar spacing on center (from your plans) (in); default 12 | |
| stock_length_ft | No | Stick length (ft); default 20 | |
| lap_bar_diameters | No | Lap splice length in bar diameters (from your plans or engineer); default 40 |