CODE REFERENCE

IS 1786 — TMT Steel Bars

High Strength Deformed (HSD) Steel Bars specification

Also calledis 1786is1786is-1786tmt coderebar code
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Definition

IS 1786:2008 — 'High Strength Deformed Steel Bars and Wires for Concrete Reinforcement - Specification' is the Indian standard for HYSD (High-Yield Strength Deformed) steel bars used in RCC construction. Published by BIS, the current edition is IS 1786:2008 with multiple amendments through 2024. The standard covers chemical composition, mechanical properties, surface deformation patterns, dimensional tolerances, and test methods for steel bars in diameters 6 mm to 50 mm.

Key IS 1786 specifications: (1) Steel grades — Fe-415 (yield strength 415 MPa), Fe-500 (500 MPa), Fe-500D (ductile, fy 500 with elongation ≥ 18%), Fe-550 (550 MPa), Fe-550D (ductile, 550 + ductility), Fe-600 (600 MPa). (2) Mechanical properties — yield strength (0.2% proof or upper-yield), tensile strength, elongation on 5.65√A gauge length, bend test. (3) Chemical composition — limits on carbon, manganese, phosphorus, sulphur, plus combined chromium + nickel + copper for high-strength grades. (4) Surface deformation pattern — rib / lug pattern for bond with concrete; specified in Annex C. (5) Dimensional tolerances — mass per unit length within ±3% (for bars >12 mm) to ±7% (for bars ≤ 8 mm). (6) Test methods — tensile, bend, re-bend (after ageing).

Before 2008, IS 1786 was published in multiple editions (1985, 1993). The 2008 revision introduced the Fe-500D, Fe-550D ductile variants — ductile rebar with elongation ≥ 18% and tensile-to-yield ratio ≥ 1.10 — required by IS 13920 ductile detailing for SMRF in Zones III/IV/V. Modern Indian construction predominantly uses Fe-500 (residential, commercial), Fe-500D (seismic frames), and Fe-550 (high-rise). Fe-415 is rarely produced by major mills; Fe-600 is reserved for specialty applications. Site QC priorities per IS 1786: visual inspection for surface deformation pattern, dimensional verification (mass per metre), tensile testing of consignment samples, mill test certificate verification.

Where used
  • All RCC reinforcement in residential, commercial, industrial buildings
  • Bridge construction (with IRC 112:2020)
  • Pre-stressed concrete passive reinforcement (with IS 1343)
  • Industrial structures (with IS 1893 Part 4)
  • Pavement RCC slabs (with IRC 58)
Acceptance / threshold
Per IS 1786:2008: yield strength, ultimate strength, elongation per Tables; surface deformation pattern; mass per unit length within tolerance; mill test certificate (MTC) for every consignment; sample testing 1 in 50 t per diameter per heat number.
Site example
Site reality: a Hyderabad project's Fe-500D consignment tested at fy = 538 MPa (below specified 550) and elongation 16% (below 18% for Fe-500D). The structural engineer correctly rejected the consignment under IS 1786 — Fe-500D requires both fy ≥ 550 AND elongation ≥ 18%, not just one. Replacement consignment from a major mill achieved fy = 558 MPa and elongation 19%, fully compliant. Always verify both properties for ductile grades; partial compliance is non-compliance.
Frequently asked
What is IS 1786 and what does it specify?
IS 1786:2008 specifies HYSD steel bars (Fe-415, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600) for RCC reinforcement. Specifies chemical composition, mechanical properties (yield, tensile, elongation), surface deformation pattern, dimensional tolerances, and test methods. Used for all reinforcement in Indian construction. Cross-referenced by IS 456:2000 and IS 13920:2016.
What is the difference between Fe-500 and Fe-500D?
Fe-500: yield strength 500 MPa minimum, basic specification. Fe-500D: yield 500 MPa minimum AND elongation ≥ 18% AND tensile-to-yield ratio TS/YS ≥ 1.10. The 'D' suffix means 'ductile' — additional ductility for seismic applications. IS 13920 mandates Fe-500D for Special Moment Resisting Frames (SMRF) in Zones III/IV/V. Fe-500D is more expensive (5-10%) than Fe-500 but is essential for seismic resilience.
How is rebar tested for IS 1786 compliance?
Per IS 1786:2008: (1) Tensile test — yield strength, ultimate strength, elongation (5.65√A gauge length). (2) Bend test — 90° or 180° bend without cracking or breakage. (3) Re-bend test — bend, age, and re-bend (verifies ductility after work hardening). (4) Mass per unit length (within ±3% for bars >12 mm). (5) Dimensional check — diameter and rib pattern. Mill test certificate (MTC) accompanies every consignment; sample testing 1 in 50 tonnes for important works.
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