Rebar Calculator - Quantity, Spacing & Weight Estimator | ACI 318
SteelSolver.com offers a free Rebar Calculator for quickly calculate the exact amount of rebar needed for your concrete project with this comprehensive rebar calculator. Determine the number of bars, total linear footage, lap splice lengths, waste allowance, and stick counts for slabs, footings, walls, beams, and more..
Features real-time ACI 318-19 compliance checks, actual achieved spacing, reinforcement ratio (ρ), chairs estimation, and an interactive visual diagram showing bar layout and cover zones. Supports imperial and metric units with one-click presets for driveways, patios, foundations, and more. Perfect for contractors, engineers, and builders.
Enter your dimensions and get instant results for:
- Number of bars (longitudinal & transverse)
- Total linear feet
- Lap splice lengths (ACI 318 Class B)
- Waste allowance & final order quantity
Fully ACI 318-19 compliant with support for Imperial & Metric units, multiple rebar grades, and live ACI compliance checks. Perfect for accurate material ordering and cost estimation.
Rebar Calculator: Bar Count, Linear Feet, Lap Splices & Waste | ACI 318-19
Calculate bar count, total linear feet, lap splices & waste for slabs, footings, beams & walls. ACI 318-19 compliant. Instant live results.
Structure & Dimensions
Rebar Size & Spacing
Lap Splice & Waste
✎ Live Results
| Direction | Bar size | Count | Length ea. | Total LF | Splice LF | Order LF |
|---|---|---|---|---|---|---|
| Enter dimensions above to generate schedule | ||||||
| Project total | — | — | — | |||
Multi-Element Project Estimator
Add the current calculation to your project list. Consolidates total linear feet by bar size for ordering.
No elements added yet.
Frequently asked questions
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Rebar Calculator — Complete User Guide
Step-by-step instructions, all calculation formulas, ACI 318‑19 compliance rules, worked examples, and answers to common questions for the SteelSolver Rebar Calculator.
What the Rebar Calculator Does & Who It Serves
The SteelSolver Rebar Calculator is a free, browser-based engineering tool that computes the number of reinforcing bars and the total linear footage required for concrete elements — including slabs, footings, walls, beams, and columns. Every result updates live as you type, with no page reload required.
The calculator is intentionally focused on quantity and layout: bar count, grid linear feet, lap splice allowances, and waste adjustments. Once you have your total linear footage, a dedicated handoff button takes you to the Rebar Weight & Cost Calculator, which converts linear feet into tonnes, kilograms, pounds, and project cost — keeping both tools lean and cannibalization-free.
ⓘ Accuracy note: This calculator uses standard ACI 318-19 grid formulas and is accurate for typical rectangular elements under normal conditions. Results are engineering estimates for procurement and preliminary design. For irregular shapes, seismic-critical structures, post-tensioned slabs, or structural design submissions, always consult a licensed Professional Engineer (PE). All formulas are shown transparently so you can verify every calculation.
Key User Pain Points & How This Calculator Solves Them
Rebar estimation is one of the most error-prone tasks in concrete construction. The problems below lead to budget overruns, project delays, and structural non-compliance — and they affect everyone from first-time DIY builders to experienced site estimators.
N = floor(L_grid ÷ s) + 1 instantly, giving an exact bar count with zero manual counting.1.3 × Ld. Toggle it on/off with one click.Visual: Rebar Grid Anatomy — Understanding the Layout
The SVG diagram below labels every dimension, zone, and element that appears in the calculator's live grid preview. Refer to this when configuring your inputs.
Figure 1: Annotated rebar grid layout. Longitudinal bars span the full length; transverse bars span the full width. Both bar sets begin at the edge clearance (cover) distance from the slab boundary. Lap splice zones appear as dashed vertical lines where stock bar lengths end and overlap begins.
Step-by-Step User Guide for the Rebar Calculator
Follow these seven steps in order for the most accurate rebar estimate. All inputs update results in real time — you do not need to click a Calculate button.
- Units: Imperial (ft / in / lb) for US projects, or Metric (m / mm / kg) for international work. All inputs and outputs switch automatically.
- Standard: US (ASTM A615) for standard US bar sizes (#3–#8); Metric SI (10M–25M); or UK/EU (T8–T40 mm diameter).
- Design code: ACI 318-19 (default), ACI 318-14, Eurocode 2, or BS 8110. Compliance checks adjust automatically.
⚠ Common mistake: Mixing imperial and metric inputs (e.g. entering length in meters but spacing in inches). Always confirm the unit label shown in grey beneath each input field before proceeding.
| Structure type | Bars calculated | Default cover | Best used for |
|---|---|---|---|
| Rectangular slab (two-way) | Longitudinal + transverse | 2 in (50 mm) | Driveways, patios, house slabs |
| One-way slab | Longitudinal only | 2 in (50 mm) | Spanning beams, one-direction loading |
| Strip / continuous footing | Longitudinal only | 3 in (75 mm) | Load-bearing wall foundations |
| Isolated pad footing | Both directions | 3 in (75 mm) | Column bases, isolated foundations |
| Retaining wall | Vertical + horizontal bars | 2 in (50 mm) | Retaining walls, basement walls |
| Beam | Longitudinal + stirrups (approx) | 1.5 in (38 mm) | Grade beams, lintels, structural beams |
| Column | Longitudinal + tie bars | 1.5 in (38 mm) | Columns, piers, posts |
💡 Quick tip: Not sure which type? Use Rectangular slab (two-way) for any flat horizontal concrete pour with reinforcement running in both directions. This is the correct choice for 95% of residential projects.
| Field | Unit (Imperial) | Unit (Metric) | Typical range | Required? |
|---|---|---|---|---|
| Length | feet (ft) | meters (m) | 2–200 ft | Required |
| Width | feet (ft) | meters (m) | 2–100 ft | Required |
| Thickness / Depth | inches (in) | mm | 3–24 in (slab); up to 48 in (footing) | Required |
| Clear cover | inches (in) | mm | 0.75–4 in — see ACI Table 20.6.1.3 | Required |
| Exposure category | — | — | Interior / Exterior / Ground | Optional (auto-adjusts cover default) |
⚠ Common mistake: entering thickness in feet instead of inches. A slab thickness should be entered as “6” (inches), not “0.5” (half a foot). The unit label beneath the input always shows which unit is expected.
Bar size selection
The calculator shows the bar diameter and weight-per-foot next to each option so you can confirm you have the right size. For two-way slabs, you may choose a different bar size for each direction — for example #5 longitudinally and #4 transversely.
⚠ Spacing presets: Click any of the quick-select buttons (6″ / 8″ / 10″ / 12″ / 16″ / 18″) to set both directions simultaneously. This is the fastest way to explore different layouts.
Spacing input mode
Enter your desired center-to-center spacing in inches (or mm). The calculator outputs the resulting bar count. The “actual achieved spacing” in the results panel shows the real spacing after rounding bars to whole numbers — this will be slightly different from your input and is the correct value to report on drawings.
Rebar grade & concrete strength
These two inputs affect the lap splice length calculation only (not bar count). Standard US residential concrete uses Grade 60 (fy = 60,000 psi) with f′c = 4,000 psi. Higher strength concrete reduces required lap length; higher grade steel increases it.
Lap splice settings
The lap splice checkbox is on by default, which is correct for nearly all projects. When bars are shorter than your slab dimension, two bars must overlap so forces transfer between them. The extra length added per splice is the lap splice length.
| Method | Formula | When to use |
|---|---|---|
| ACI 318 Class B Recommended | l_st = 1.3 × Ld | All tension lap splices per ACI 318-19 §25.5.2 |
| Rule of thumb: 40d | l_st = 40 × db | Quick field estimates for tension |
| Rule of thumb: 30d | l_st = 30 × db | Compression zones only |
| Manual override | User enters value directly | When your engineer specifies an exact lap length on drawings |
Stock bar length
Set this to match the standard bar length your supplier stocks. 20 ft is the US default. The calculator counts how many times each bar must be spliced as it runs the full slab length, then multiplies by the lap length per splice.
Waste factor
The waste slider adds a percentage buffer to your total order quantity. Use the guide below:
| Project type | Recommended waste factor | Reason |
|---|---|---|
| Simple rectangular slab | 5% | Minimal cutting, straight bars |
| Footing or pad | 5–7% | Some end cuts, bends for dowels |
| L-shaped slab or re-entrant corners | 8–10% | More short pieces, irregular cuts |
| Beams with stirrups | 10–12% | Multiple bends, hook lengths |
| Complex or small project (<200 sf) | 12–15% | High ratio of cut ends to total |
| Output | What it means | How to use it |
|---|---|---|
| Bars longitudinal | Number of bars running parallel to the slab length | Count of bars to cut and place in one direction |
| Bars transverse | Number of bars perpendicular to the length | Count for the crossing direction (two-way slabs) |
| Total bar count | Sum of both directions × layers | Total individual bars to order or pre-cut |
| Base linear feet | Raw total footage before lap or waste | Reference only — do not order this quantity |
| Lap splice extra | Additional footage needed for bar overlaps | Shows impact of your slab size vs. stock bar length |
| Waste (x%) | Buffer quantity based on your waste slider setting | Safety margin for cut ends and damaged bars |
| Final total (order qty) | Base + lap splice + waste — the number to give your supplier | Use this number to order material |
| Sticks to order | Final LF ÷ stock bar length, rounded up | Actual count of full-length bars to purchase |
| Actual spacing | Real achieved c-c spacing after bar count rounding | Report this on shop drawings, not your input value |
| Steel ratio ρ | As ÷ (b × d) — proportion of steel to concrete cross-section | Must exceed ACI minimum of 0.0018 (Grade 60 slabs) |
| Grid area | Length × Width of the reinforced zone | Verify it matches your project footprint |
| Button | What it does | Best for |
|---|---|---|
| 📋 Copy | Copies a formatted text summary to clipboard | Pasting into emails, WhatsApp, or site notes |
| Opens browser print dialog with clean print layout | Physical site copy, submittal attachment | |
| ⇓ CSV | Downloads a bar schedule as a spreadsheet file | Excel / Google Sheets takeoff record |
| 🔗 Share | Copies a URL with all your inputs pre-filled | Sending to a colleague or engineer for review |
✔ Final step — calculate weight & cost: Click the orange “Calculate Weight & Cost →” button at the bottom of the results panel. This takes your total linear footage to the Rebar Weight & Cost Calculator, which converts it to pounds, kilograms, tonnes, and material cost — completing your full estimate.
All Calculation Formulas — Detailed Explanation with Units
Every result produced by this calculator is based on the formulas below, sourced from ACI 318-19 and standard structural engineering practice. These same formulas appear in the calculator when you click “Show (EEAT)” in the results panel.
F1 Grid Length — Usable Span After Deducting Cover
Before counting bars, the calculator removes the concrete cover from both edges to find the zone where bars can actually be placed.
| Variable | Description | Unit (Imperial) | Unit (Metric) | Typical value |
|---|---|---|---|---|
| L_grid | Usable rebar zone length | feet (ft) | meters (m) | Slab length minus cover each side |
| L | Total slab or element length | feet (ft) | meters (m) | User input |
| c | Clear concrete cover (one side) | inches (in) ÷ 12 | mm ÷ 1000 | 2 in slab, 3 in footing, 1.5 in beam |
F2 Bar Count per Direction
Once the grid length is known, bars are spaced at equal intervals from the first to the last position. The floor() function truncates to a whole number — you cannot place half a bar.
| Variable | Description | Unit (Imperial) | Typical value |
|---|---|---|---|
| N_bars | Number of bars in this direction (whole number) | count | 5–50 for residential |
| L_grid | Usable rebar zone (from F1) | feet (ft) | Calculated |
| s | Bar spacing center-to-center | feet (ft) — convert inches ÷ 12 | 6″–18″ (0.5–1.5 ft) |
💡 Why +1? If you have 4 gaps between bars, you need 5 bars — like fence posts and fence sections. The floor() + 1 ensures the first and last bars are placed at the cover line on each edge.
F3 Total Base Linear Feet
Each longitudinal bar spans the full slab width; each transverse bar spans the full slab length. Multiplied by the bar counts, this gives total raw footage before any adjustments.
| Variable | Description | Unit |
|---|---|---|
| LF_base | Total raw linear footage, one layer | feet (LF) or meters |
| N_long | Count of longitudinal bars (from F2) | count |
| W | Slab width (each longitudinal bar runs this length) | feet or meters |
| N_trans | Count of transverse bars (from F2) | count |
| L | Slab length (each transverse bar runs this length) | feet or meters |
⚠ Double-mat slabs: If you select “Double mat (top + bottom)”, the calculator multiplies LF_base × 2 to account for both reinforcement layers.
F4 ACI 318-19 Class B Lap Splice Length
Where two bars overlap, the overlap length must be sufficient to transfer the full bar force through bond to the surrounding concrete. ACI 318-19 §25.5.2 specifies the Class B tension splice length as 1.3 times the development length (Ld).
| Variable | Description | Unit | Typical value |
|---|---|---|---|
| l_d | Development length | inches | Calculated |
| l_st | Class B lap splice length | inches | 20–48 in depending on bar size & grade |
| fy | Steel yield strength | psi | 60,000 psi (Grade 60, standard US) |
| db | Bar nominal diameter | inches | #4 = 0.500 in, #5 = 0.625 in, #6 = 0.750 in |
| λ | Lightweight concrete factor | dimensionless | 1.0 (normal weight concrete — default) |
| f′c | Specified concrete compressive strength | psi | 3,000–6,000 psi |
F5 Extra Footage from Lap Splices
The number of splices per bar depends on how many times a stock-length bar must be continued to span the full slab dimension. Each continuation adds one lap length of extra material.
| Variable | Description | Unit |
|---|---|---|
| Splices_per_bar | Number of splice joints along one bar run | count |
| L_stock | Standard stock bar length from supplier | feet (typically 20 ft) |
| LF_splice | Total extra footage for all splices | feet (LF) |
| l_st | Lap splice length per joint (from F4b) | feet (convert in ÷ 12) |
F6 Final Order Quantity with Waste
The final quantity adds your waste buffer to the subtotal of base footage plus splice footage. This is the number you give your supplier.
F7 Reinforcement Ratio ρ — ACI Minimum Check
The steel reinforcement ratio compares the area of steel (As) to the concrete cross-section. ACI 318-19 §9.6.1.2 requires a minimum ratio to ensure the slab can handle temperature and shrinkage stresses.
| Variable | Description | Unit | Notes |
|---|---|---|---|
| ρ | Reinforcement ratio | dimensionless | Must be ≥ ρ_min |
| As | Area of steel in the section | in² | N_long × bar area (e.g. #4 = 0.20 in²) |
| b | Width of section (for one bar strip: slab width) | inches | Grid width in inches |
| d | Effective depth = thickness − cover − db/2 | inches | Distance from tension face to bar centroid |
| ρ_min | ACI minimum reinforcement ratio | dimensionless | 0.0018 (Grade 60), 0.002 (Grade 40) |
Rebar Size, Diameter & Weight Reference Table (ASTM A615)
The calculator displays bar diameter and weight inline next to each size dropdown. The table below is the full reference used internally. For weight and cost calculations, use the dedicated Rebar Weight & Cost Calculator.
| Bar size (US) | Nominal dia (in) | Nominal dia (mm) | Weight (lb/ft) | Weight (kg/m) | Cross-section area (in²) | Cross-section area (mm²) | Common use |
|---|---|---|---|---|---|---|---|
| #3 | 0.375 | 9.5 | 0.376 | 0.560 | 0.11 | 71 | Temperature/shrinkage, light slabs, ties |
| #4 | 0.500 | 12.7 | 0.668 | 0.994 | 0.20 | 129 | Residential slabs, driveways, patios — most common |
| #5 | 0.625 | 15.9 | 1.043 | 1.552 | 0.31 | 200 | Footings, structural slabs, beams |
| #6 | 0.750 | 19.1 | 1.502 | 2.235 | 0.44 | 284 | Heavy footings, retaining walls, columns |
| #7 | 0.875 | 22.2 | 2.044 | 3.042 | 0.60 | 387 | Structural beams, heavy retaining walls |
| #8 | 1.000 | 25.4 | 2.670 | 3.973 | 0.79 | 510 | Heavy structural columns, bridge elements |
| Source: ASTM A615/A615M — Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. Weight formula: lb/ft = (db_in² × 3.403) [simplified]; exact values per ASTM. | |||||||
ACI 318-19 Compliance Checks — What Each Badge Means
The compliance row in the results panel shows four live badges. A green ✓ means your inputs meet the code requirement; an amber ⚠ is a warning; a red ⚠ means a violation that could be flagged by an inspector.
| Badge | ACI 318-19 clause | Pass condition | Fail condition | How to fix |
|---|---|---|---|---|
| Steel ratio ρ | §9.6.1.2 | ✓ ρ ≥ 0.0018 (Grade 60 slabs) | ⚠ ρ < 0.0018 | Decrease bar spacing or increase bar size to add more steel area |
| Max spacing | §24.4.3.3 | ✓ s ≤ min(3h, 18 in) | ⚠ s > 18 in or s > 3×slab thickness | Reduce spacing — for a 6 in slab, max allowed = 18 in |
| Min spacing | §25.2.1 | ✓ s ≥ max(1.5×db, 1.5 in) | ⚠ s < 1.5×db | Increase spacing or reduce bar size — bars too close for concrete to flow between them |
| Cover adequacy | Table 20.6.1.3 | ✓ cover ≥ ACI minimum for exposure | ⚠ cover too small for selected exposure | Increase cover: 0.75 in (interior), 1.5 in (exposed), 3 in (in ground) |
💡 Note on exposure categories: The exposure category dropdown in the Structure & Dimensions section auto-adjusts the default cover value. Change it from “Not exposed” to “Exposed to weather” or “In contact with ground” to trigger the correct ACI minimums automatically.
Worked Example: 20×10 ft Residential Driveway Slab
This example walks through a complete calculation using the “Driveway (20×10 ft)” preset. Click that preset button in the calculator to auto-fill all values, then follow the steps below to verify each result.
Project inputs
| Input | Value | Unit |
|---|---|---|
| Structure type | Rectangular slab (two-way) | — |
| Length (L) | 20 | ft |
| Width (W) | 10 | ft |
| Thickness | 5 | in |
| Clear cover (c) | 2 | in = 0.167 ft |
| Bar size (both directions) | #4 | db = 0.500 in |
| Spacing (both directions) | 12 | in = 1.0 ft |
| Rebar grade | Grade 60 | fy = 60,000 psi |
| Concrete strength | 4,000 psi | f′c |
| Stock bar length | 20 | ft |
| Waste factor | 5 | % |
Step-by-step calculation
| Step | Formula applied | Calculation | Result |
|---|---|---|---|
| F1: Grid dimensions | L_grid = L − 2c | Length grid = 20 − 2×0.167 = 19.67 ft Width grid = 10 − 2×0.167 = 9.67 ft |
19.67 ft × 9.67 ft |
| F2: Bar counts | N = floor(L_grid ÷ s) + 1 | Long: floor(9.67 ÷ 1.0) + 1 = 9+1 = 10 Trans: floor(19.67 ÷ 1.0) + 1 = 19+1 = 20 |
10 long + 20 trans = 30 bars |
| F3: Base linear feet | LF = (N_long × L) + (N_trans × W) | (10 × 20) + (20 × 10) = 200 + 200 | 400 LF |
| F4: Lap splice length | l_d = (0.02 × fy × db) ÷ √f′c | l_d = (0.02 × 60000 × 0.5) ÷ √4000 = 600 ÷ 63.25 = 9.49 in l_st = 1.3 × 9.49 = 12.3 in (ACI min 12 in → use 12.3 in = 1.03 ft) |
l_st = 1.03 ft |
| F5: Splice extra | Splices = ceil(L ÷ L_stock) − 1 | Long bars (run 20 ft; stock 20 ft): ceil(20÷20)−1 = 0 splices Trans bars (run 10 ft; stock 20 ft): 0 splices |
LF_splice = 0 LF (slab fits in one stock length) |
| F6: Final order qty | LF_order = (LF_base + LF_splice) × (1 + w) | (400 + 0) × (1 + 0.05) = 400 × 1.05 | 420 LF → 21 sticks @ 20 ft |
| F7: Steel ratio | ρ = As ÷ (b × d) | As = 10 bars × 0.20 in² = 2.0 in² b = 9.67 ft × 12 = 116 in; d = 5 − 2 − 0.25 = 2.75 in ρ = 2.0 ÷ (116 × 2.75) = 2.0 ÷ 319 = 0.00627 |
ρ = 0.0063 ≥ 0.0018 ✓ |
✔ Order summary for this driveway: 420 linear feet of #4 rebar (21 sticks @ 20 ft) — no lap splices required because the slab fits within one stock length. ACI 318-19 compliance: all four checks pass. Maximum allowed spacing for 5 in slab = min(3×5, 18) = 15 in → your 12 in spacing is compliant ✓.
7 Common Mistakes & How to Avoid Them
These are the most frequently reported errors when using rebar calculators. The microcopy below matches the live warning messages shown inside the calculator.
-
Entering thickness in feet instead of inchesThe thickness field expects inches (e.g. “6” for a 6-inch slab), not feet (“0.5”). The grey label beneath the field always shows the expected unit. A thickness of “0.5” inches would trigger an ACI cover violation warning immediately.
-
Ordering the base LF instead of the final order quantityThe “Base linear feet” cell is shown for reference only — it does not include lap splices or waste. Always use the “Final total (order qty)” displayed in orange for your supplier order.
-
Turning off lap splices for slabs longer than 20 ftIf your slab length exceeds the stock bar length, bars must be spliced. Turning off the lap splice checkbox for a 40 ft slab using 20 ft bars will underestimate your order by 5–15%. Leave the checkbox on unless your engineer specifies continuous bars (which are custom-ordered).
-
Using 18″ spacing for a thin slabACI maximum spacing = min(3h, 18″). For a 4-inch slab, the maximum is 3×4 = 12 inches, not 18 inches. The red “Max spacing” badge will appear immediately when this rule is violated.
-
Using 0% waste for a small or complex projectCut ends, bent bars for dowels, and damaged pieces all become waste. A 0% waste setting will always leave you short. Even the simplest slab should use at least 5%; use 10% for anything with corners or irregular shapes.
-
Mixing Imperial and Metric inputsIf you switch the unit toggle mid-entry, existing values are not automatically converted — they are treated as the new unit. Always set your unit system before entering any dimensions, or click Reset and start fresh after switching.
-
Forgetting to add a second structure to the project listIf your project has multiple elements (main slab + footings + beams), calculate each one separately and click “+ Add element” for each. The Multi-Element Estimator consolidates all elements by bar size so you can place a single order instead of guessing a combined total.
Input Validation Rules — What the Calculator Accepts
The calculator validates each input and shows coloured indicators. Here are the rules applied to each field, with the exact ACI clause where applicable.
| Input field | Minimum | Maximum | Validation source | Error shown when… |
|---|---|---|---|---|
| Length & Width | 0.1 ft (0.03 m) | No hard max | Practical limit | Value is zero or negative |
| Thickness | 1 in (25 mm) | No hard max | ACI minimum slab thickness | Value is zero or negative |
| Clear cover | 0.75 in (19 mm) | Thickness minus bar diameter | ACI Table 20.6.1.3 | Cover < minimum for exposure category |
| Spacing (longitudinal) | max(1.5×db, 1.5 in) | min(3h, 18 in) | ACI §25.2.1 / §24.4.3.3 | Outside ACI range — shown as red/amber badge |
| Spacing (transverse) | max(1.5×db, 1.5 in) | min(3h, 18 in) | ACI §25.2.1 / §24.4.3.3 | Outside ACI range — shown as red/amber badge |
| Waste factor | 0% | 20% | Practical industry range | Slider is range-constrained; cannot go outside 0–20% |
| Lap length (manual) | 6 in (150 mm) | No hard max | ACI §25.5.1 minimum 12 in | ACI minimum 12 in is enforced even when manual value is lower |
| Steel ratio ρ | 0.0018 (Grade 60) | 0.75ρ_b (max practical) | ACI §9.6.1.2 | ρ badge turns red when below minimum |
Frequently Asked Questions about Rebar Calculations
How many #4 rebar bars do I need for a 20×20 ft slab at 12″ spacing?
What is the difference between “base linear feet” and “final order quantity”?
What is the ACI 318-19 maximum rebar spacing for slabs?
Do I need lap splices if my slab is 20 ft and I use 20 ft bars?
How do I calculate rebar for an L-shaped slab?
Why is the “actual spacing” different from the spacing I entered?
floor() to truncate to whole bars, which means the last bar interval is slightly different from the others. The “actual spacing” shown is the spacing that results from the real whole-number bar count — this is what you should annotate on your plans. The difference is typically less than 1 inch for normal slab sizes.
Can I use this calculator for metric (SI) projects?
This calculator gives linear feet — where do I calculate weight and cost?
What is the minimum reinforcement ratio for a concrete slab?
Related Rebar & Steel Calculators on SteelSolver.com
Each tool in the SteelSolver rebar silo handles a distinct task. Use them in sequence for a complete project estimate.
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