Rebar layout drawing and bar counts for a slab or footing
layout_reinforcementLays out reinforcing bars in a rectangular slab or footing from the bar size, spacing and cover the engineer gives: bars each way, bar lengths, total length with lap, stock sticks, weight where the site's calculator carries the size, and the layout as SVG and DXF. A quantity layout, not a design: it does not size structure or check a code.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| mats | No | One mat, or two (top and bottom) laid out alike. | |
| cover | Yes | The cover to the bars on plan, as the engineer gives it. | |
| width | Yes | Along y, with its unit. | |
| chairs | No | Count the bar supports too, from the supplier's support spacing. | |
| detail | No | full (the default): the whole answer. summary: the result lines, the citation line and the page only — fewer tokens to read. | full |
| length | Yes | Along x, with its unit. | |
| system | No | The unit system inputs left out open in, and the one the page link opens in. The answer comes in both. | metric |
| barSize | Yes | As the engineer gives it: #4, 15M, N12, H12, T12 or 12 mm. | |
| element | No | A slab, or a pad or strip footing, as a rectangle on plan. | slab |
| formats | No | The drawing's files: svg, dxf or both (the default). | |
| spacing | No | The spacing both ways, as the engineer gives it. | |
| widthwise | No | The bars running along the width (spaced along the length): a spacing of their own, or a count. | |
| inputUnits | No | Send "base" to pass bare numbers on dimensioned inputs in base units (m, m², L, kg …), as the published test vectors are written. Without it a length, area or volume must carry its unit. | |
| lapPercent | No | The lap-splice allowance on the total; left out, the Rebar Calculator's own default. | |
| lengthwise | No | The bars running along the length (spaced across the width): a spacing of their own, or a count. |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||