Bar Weight per Metre
W = d2 / 162 (kg/m)Loading page content...
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Calculate steel reinforcement quantities including bar weight, total length, and material breakdown. Supports global standards and bar spacing calculations. Free construction calculator.
Range: 3-10% (typical 3-10%)
Optional: Calculate from Spacing
Center-to-center spacing
This calculator is part of a comprehensive guide
Structural & RC Design
Everything you need to know about rebar sizing, weight estimation, spacing standards, and structural reinforcement for beams, columns, slabs, and foundations.
Steel Density
7850 kg/m3
Typical Cover to Rebar
25-75 mm
Fe500 Yield Strength
500 MPa
Weight of 10mm bar per metre
0.617 kg/m
Reviewed by: CalculatorApp Structural Engineering Team
Steel reinforcement converts plain concrete into reinforced concrete (RC) - a composite material that resists both compressive and tensile forces. Deformed bars (rebar) bond mechanically to concrete through surface ribs, preventing slip as stresses develop under loads. Correct rebar sizing, spacing, cover depth, and development length are critical to structural safety and durability in slabs, beams, columns, and foundations.
Bar Weight per Metre
W = d2 / 162 (kg/m)Cross-Sectional Area
A = pi x d2 / 4Development Length
Ld = (0.87 x fy x d) / (4 x tbd)Spacing Check
s >= max(d, d_agg + 5mm, 25mm)| Diameter (mm) | Weight (kg/m) | Typical Application |
|---|---|---|
| 8 | 0.395 | Stirrups, ties, minimum reinforcement |
| 12 | 0.888 | Slab main bars, beam stirrups |
| 16 | 1.580 | Beam main bars, column bars |
| 20 | 2.469 | Heavy beams, columns, foundations |
1849: Joseph Monier (France) patented reinforced concrete flower pots - iron mesh embedded in Portland cement mortar - pioneering the combination of steel and concrete.
1867: Monier exhibited reinforced concrete beams and pipes at the Paris Exposition. Francois Coignet built the first reinforced concrete house in Paris the same year.
1903: The Ingalls Building (Cincinnati, USA) became the first reinforced concrete skyscraper at 16 storeys (210 ft), validating RC for tall structures.
1950s: Hot-rolled deformed bars replaced plain round bars worldwide. Surface deformations (ribs) improved bond strength by 40-60% without hooks.
1980s: High-yield steel (Fe500, Fe550) replaced mild steel (Fe250) for main reinforcement in most codes, reducing steel quantity by 25-40% for the same member capacity.
Modern: Fibre-reinforced polymer (FRP) rebar and stainless steel rebar are emerging for corrosion-critical environments (marine structures, bridges). IS 1786:2008 mandated Fe500D (ductile) rebar for all seismic zones in India.
Indian Standard code specifying minimum reinforcement, bar spacing, cover, development length, and detailing requirements for RC structures.
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Defines rebar development lengths, splice types, seismic detailing, and minimum/maximum steel ratios for US structural concrete practice.
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US Occupational Safety standards for impalement protection, rebar cap requirements, and safe handling practices during rebar installation.
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ASTM specifications for carbon steel (A615) and low-alloy (A706) deformed reinforcing bars - covering grades, tensile requirements, and bend test criteria.
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Myth: More rebar always makes concrete stronger
Fact: Excessive steel (over-reinforced section) causes brittle compression failure without warning. IS456 limits maximum steel to 4% of cross-section area to ensure ductile failure.
Myth: Rusted rebar is rejected - always bad
Fact: Light surface rust actually improves bond strength. Only loose, flaky, or pitting corrosion is harmful. IS 1786 permits bars with firm adherent rust that does not reduce weight or dimensions.
Myth: All rebar grades are interchangeable
Fact: Fe250 (mild steel) and Fe500 (high-yield) have different yield strengths, development lengths, and bend radii. Substituting grades without redesigning changes the member capacity and ductility.
Myth: Rebar spacing does not matter if total steel area is correct
Fact: Proper spacing ensures even load distribution, adequate concrete compaction between bars, and correct crack width control. IS456 mandates minimum 25mm or bar diameter (whichever is greater) clear spacing.
Use the formula: Weight (kg/m) = d2 / 162, where d = bar diameter in mm. Example: 16mm bar -> 162 / 162 = 1.58 kg/m. This formula derives from steel density (7850 kg/m3) and circular area.
IS456: Slabs 20mm (mild) / 25mm (moderate), Beams 25mm, Columns 40mm, Footings 50mm. Cover protects steel from corrosion, fire, and ensures bond development.
Number of bars = (Width / Spacing) + 1. Example: 3m wide slab, 150mm spacing -> (3000/150) + 1 = 21 bars. Always round up to next whole number.
Development length (Ld) is the minimum embedment needed for a bar to develop its full yield strength via bond. For Fe500 in M20 concrete: Ld = 47d (e.g., 564mm for 12mm bar). Insufficient Ld causes pullout failure.
A lap splice connects two bars by overlapping them. Lap length = development length x factor (1.0 for tension with <=50% bars lapped, up to 2.0 for 100% lapped). Typical: 40d-57d (IS456).
Standard delivery length: 12m in India/UK (IS 1786), 20 ft (6.1m) or 40 ft (12.2m) in the US (ASTM). Longer bars reduce splices but are harder to transport and handle on site.
Rough estimates: Slabs 70-90 kg/m3, Beams 100-150 kg/m3, Columns 150-250 kg/m3, Footings 50-80 kg/m3. Actual quantities depend on span, loading, and structural design.
Both have 500 MPa yield strength. Fe500D has higher ductility (minimum 14.5% elongation vs 12% for Fe500) and better strain-hardening, making it mandatory for seismic zone construction (IS 1786:2008).
Yes - this is common practice. Beams often use larger bars at the bottom (main tension) and smaller bars at the top (secondary). Just ensure minimum spacing between bars of different sizes is maintained.
Concrete is strong in compression but weak in tension. Steel rebar absorbs tensile stresses, preventing cracking and catastrophic failure in beams, slabs, and columns.
Per IS 456 for beams: stirrup spacing <= least of 0.75d, 300 mm, or 48 times stirrup bar diameter. ACI 318 has similar limits.
Fe500 designates high-yield deformed steel with 500 MPa minimum yield strength per IS 1786; Fe415 has 415 MPa yield strength.
Combine steel reinforcement with concrete, beam deflection, and staircase calculators for complete reinforced concrete design.
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