TMT Bar Weight Calculator (IS 1786)
TMT rebar weight per meter — sizes 6 mm to 40 mm with D²/162 formula
Unit Weight
10.656 kg
Material
Mild Steel
Est. Cost
₹618.05
@ ₹58/kg
Density
7,850 kg/m³
Indicative market rate as of 16 Sept 2026, excluding 18% GST and freight. Actual prices vary by city, brand and quantity.
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📐 TMT Bar Formula (D²/162)
W = (D² / 162) × Length (m)
D = Diameter in mm · 162 = = 10⁶ ÷ (π/4 × 7850), rounded from 162.2 · W = Weight in kg
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TMT Bar Weight Chart — IS 1786
TMT (Thermo Mechanically Treated) bars are the standard reinforcement steel used in all RCC construction in India. This calculator uses the IS 1786 nominal mass per metre values, which are based on D²/162.2 (steel density 7850 kg/m³). Actual bars are accepted within the IS 1786 mass tolerance — commonly cited as about ±7% up to 10mm, ±5% for 12–16mm and ±3% for 20mm and above (check the current standard for exact limits).
| Dia (mm) | kg/m | Per 12m Bar (kg) | Bars per Ton |
|---|---|---|---|
| 6 | 0.222 | 2.66 kg | 375 |
| 8 | 0.395 | 4.74 kg | 210 |
| 10 | 0.617 | 7.40 kg | 135 |
| 12 | 0.888 | 10.66 kg | 93 |
| 16 | 1.58 | 18.96 kg | 52 |
| 20 | 2.47 | 29.64 kg | 33 |
| 25 | 3.85 | 46.20 kg | 21 |
| 28 | 4.83 | 57.96 kg | 17 |
| 32 | 6.31 | 75.72 kg | 13 |
| 36 | 7.99 | 95.88 kg | 10 |
| 40 | 9.86 | 118.32 kg | 8 |
TMT Bar Grade Comparison
IS 1786 covers grades Fe 415, Fe 415D, Fe 500, Fe 500D, Fe 550, Fe 550D and Fe 600 (plus S-grades). The grade number indicates the minimum yield strength in MPa. Fe 500D is the most commonly used grade in India for residential and commercial construction. All grades have the same density and therefore the same weight — the grade only affects strength, not mass.
TMT Bar Grades — Fe 415, Fe 500, Fe 500D, Fe 550D Explained
The grade number on a TMT bar indicates its minimum yield strength in MPa (Mega Pascals). Higher grade means the bar can withstand more tensile force before it permanently deforms. Here is a comparison of all grades used in India:
| Grade | Yield Strength | Elongation | Best For |
|---|---|---|---|
| Fe 415 | ≥ 415 MPa | ≥ 14.5% | Older / legacy designs, low-rise |
| Fe 415D | ≥ 415 MPa | ≥ 18% | Where extra ductility is specified |
| Fe 500 | ≥ 500 MPa | ≥ 12% | General RCC work |
| Fe 500D | ≥ 500 MPa | ≥ 16% | Earthquake zones, residential (most popular) |
| Fe 550D | ≥ 550 MPa | ≥ 14.5% | High-rise, infrastructure, heavy loads |
| Fe 600 | ≥ 600 MPa | ≥ 10% | Special high-strength applications |
The "D" in Fe 500D and Fe 550D stands for "Ductility." These grades have higher elongation, meaning they can bend more before breaking — critical in earthquake-prone zones (Seismic Zones III, IV, V in India). Fe 500D is now the default specification for most residential and commercial construction projects.
Important: All grades weigh the same for the same diameter. A 12mm Fe 500D bar has the same nominal mass as a 12mm Fe 415 bar — 0.888 kg/m. The grade affects strength and ductility, not weight.
Which TMT Bar Size to Use? — Construction Guide
Selecting the correct TMT bar diameter depends on the structural element being reinforced. Using too thin a bar reduces load capacity, while using too thick a bar wastes material and increases cost. Here is a practical guide based on common Indian construction practice:
| Structural Element | Main Bar | Stirrup / Ring | Notes |
|---|---|---|---|
| Slab (residential) | 8mm – 12mm | — | Spacing 150–200mm c/c, both ways |
| Beam | 12mm – 20mm | 8mm stirrups | Min 2 bars top + 2 bottom |
| Column (residential) | 12mm – 16mm | 8mm rings | Min 4 bars, rings @ 150–200mm |
| Column (commercial) | 16mm – 25mm | 8mm – 10mm | Min 6 bars for large columns |
| Footing / Foundation | 12mm – 16mm | — | Both ways, 150–200mm spacing |
| Raft Foundation | 16mm – 25mm | — | Heavy reinforcement, closer spacing |
| Retaining Wall | 12mm – 20mm | 8mm | Vertical + horizontal reinforcement |
| Staircase | 10mm – 12mm | — | Distribution bars 8mm @ 200mm |
These are general guidelines for typical Indian residential and commercial construction. Actual bar sizes, spacing, and quantities must be determined by a structural engineer based on design loads, soil conditions, and applicable building codes (IS 456 for RCC design).
How to Calculate TMT Steel Quantity for a Slab
Estimating TMT bar quantity for a concrete slab is one of the most common calculations in Indian construction. Here is a step-by-step method:
Step 1 — Count the bars: Determine the number of bars in each direction. For a 4m × 5m slab with 10mm bars at 150mm spacing: Along 4m side = (5000/150) + 1 = 34 bars of 4m length. Along 5m side = (4000/150) + 1 = 28 bars of 5m length.
Step 2 — Calculate total length: Total bar length = (34 × 4m) + (28 × 5m) = 136m + 140m = 276 meters of 10mm bar.
Step 3 — Calculate weight: Using D²/162 for 10mm: 10²/162 = 0.617 kg/m. Total weight = 276 × 0.617 = 170.3 kg. Add 5–8% for lapping and wastage: approximately 180–184 kg.
Quick thumb rule: For residential slabs in India, steel consumption typically ranges from 3.5 to 5 kg per square foot of built-up area (including all structural elements — slabs, beams, columns, footings). This gives a rough budget estimate before detailed design is done.
How Many TMT Bars in 1 Ton? — Quick Reference
When ordering TMT bars from a steel dealer, you typically order by weight (in tons). Knowing how many pieces you get per ton helps you plan quantities accurately and avoid over-ordering or under-ordering.
| Diameter | Wt per 12m bar | Bars in 1 Ton | Total Length (m) |
|---|---|---|---|
| 6mm | 2.66 kg | 375 pcs | 4500 m |
| 8mm | 4.74 kg | 210 pcs | 2520 m |
| 10mm | 7.40 kg | 135 pcs | 1620 m |
| 12mm | 10.66 kg | 93 pcs | 1116 m |
| 16mm | 18.96 kg | 52 pcs | 624 m |
| 20mm | 29.64 kg | 33 pcs | 396 m |
| 25mm | 46.20 kg | 21 pcs | 252 m |
| 28mm | 57.96 kg | 17 pcs | 204 m |
| 32mm | 75.72 kg | 13 pcs | 156 m |
| 36mm | 95.88 kg | 10 pcs | 120 m |
| 40mm | 118.32 kg | 8 pcs | 96 m |
These numbers assume standard 12-meter bar length. If your supplier provides cut lengths (6m, 9m), divide accordingly. Always add extra for lapping (overlap at joints) and cutting wastage — typically 5–8% on site.