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Mumbai·Tata Steel·Fe500₹60,500
Mumbai·JSW Steel·Fe500₹60,200
Mumbai·Kamdhenu·Fe500₹58,900
Mumbai·Tata Steel·Fe500D₹61,500
Mumbai·JSW Steel·Fe500D₹61,200
Delhi·Tata Steel·Fe500₹59,800
Delhi·JSW Steel·Fe500₹59,500
Delhi·SAIL·Fe500₹58,500
Delhi·Kamdhenu·Fe500₹57,900
Bengaluru·JSW Steel·Fe500₹59,500
Bengaluru·Tata Steel·Fe500₹59,900
Bengaluru·Kamdhenu·Fe500₹58,200
Pune·Tata Steel·Fe500₹60,200
Pune·JSW Steel·Fe500₹59,800
Hyderabad·JSW Steel·Fe500₹59,200
Hyderabad·Tata Steel·Fe500₹59,600
Ahmedabad·Tata Steel·Fe500₹59,400
Ahmedabad·JSW Steel·Fe500₹59,100
Chennai·JSW Steel·Fe500₹59,000
Chennai·Tata Steel·Fe500₹59,500
Mumbai·Tata Steel·Fe500₹60,500
Mumbai·JSW Steel·Fe500₹60,200
Mumbai·Kamdhenu·Fe500₹58,900
Mumbai·Tata Steel·Fe500D₹61,500
Mumbai·JSW Steel·Fe500D₹61,200
Delhi·Tata Steel·Fe500₹59,800
Delhi·JSW Steel·Fe500₹59,500
Delhi·SAIL·Fe500₹58,500
Delhi·Kamdhenu·Fe500₹57,900
Bengaluru·JSW Steel·Fe500₹59,500
Bengaluru·Tata Steel·Fe500₹59,900
Bengaluru·Kamdhenu·Fe500₹58,200
Pune·Tata Steel·Fe500₹60,200
Pune·JSW Steel·Fe500₹59,800
Hyderabad·JSW Steel·Fe500₹59,200
Hyderabad·Tata Steel·Fe500₹59,600
Ahmedabad·Tata Steel·Fe500₹59,400
Ahmedabad·JSW Steel·Fe500₹59,100
Chennai·JSW Steel·Fe500₹59,000
Chennai·Tata Steel·Fe500₹59,500
CoreJoint

TMT Steel Glossary: 40 Key Terms Every Buyer and Builder Must Know

A comprehensive glossary of 40 TMT steel and construction terms — from bar bending schedule and BIS certification to yield strength, UTS, and ductility — explained in plain English.

Why You Need This Glossary

TMT steel procurement involves a dense vocabulary of technical, regulatory, and trade terms. Misunderstanding a single term — confusing "tensile strength" with "yield strength," or not knowing what "CE" means on an MTC — can lead to costly errors. This glossary covers 40 essential terms, organised by category.

Structural Engineering Terms

Yield Strength (Fy)
The stress at which a steel bar begins to deform permanently (plastically). Measured in MPa. For Fe500D, minimum yield strength is 500 MPa. This is the primary design parameter in structural calculations.
Ultimate Tensile Strength (UTS)
The maximum stress a bar can withstand before fracture. For Fe500D, minimum UTS is 565 MPa. A key indicator of the bar's overload reserve.
Elongation
The percentage increase in bar length at fracture versus original length. Higher elongation = more ductile. Fe500D requires minimum 16% elongation. Critical for earthquake resistance.
UTS/Yield Ratio
Also called "strain hardening ratio." Must be ≥1.10 for Fe500D. Indicates how much strength reserve exists between first yielding and fracture — essential for ductile structural behaviour.
Carbon Equivalent (CE)
A calculated value combining carbon and alloy content to estimate weldability. CE = C + Mn/6 + (Cr+Mo+V)/5 + (Ni+Cu)/15. Higher CE = harder to weld. IS 1786 limits CE to 0.42% for Fe500D.
Ductility
The ability of steel to deform significantly before fracturing. High ductility is essential for earthquake-resistant structures — it allows the structure to absorb seismic energy through controlled deformation rather than sudden failure.
Martensite
The hard outer microstructure of a TMT bar, formed by rapid water quenching. Provides high yield strength.
Ferrite-Pearlite
The soft inner core microstructure of a TMT bar, formed by slower cooling. Provides ductility and elongation.

Standards and Quality Terms

IS 1786:2008
Bureau of Indian Standards specification for High Strength Deformed Steel Bars. The mandatory quality standard for all TMT bars in India.
BIS (Bureau of Indian Standards)
India's national standards body. BIS certification (ISI mark) on TMT bars confirms third-party conformance testing against IS 1786.
Mill Test Certificate (MTC)
A document issued by the steel mill certifying that a specific production heat meets IS 1786 requirements. Contains actual test results (yield strength, UTS, elongation, chemical composition) for the batch.
Heat Number
A unique identifier assigned to a specific converter charge (batch) of steel. Printed on the MTC and stencilled on the bar bundle tag. Links the bars to their test results.
NABL Accreditation
National Accreditation Board for Testing and Calibration Laboratories. NABL-accredited labs provide legally recognised independent test reports.
Rebend Test
An IS 1786 test where a bar is bent, then straightened, then rebent. Tests for surface cracking that might not appear in the initial bend test.

Product and Trade Terms

TMT (Thermo-Mechanically Treated)
The manufacturing process for modern reinforcement bars — hot rolling followed by controlled water quenching and self-tempering.
CTD (Cold Twisted Deformed)
Older bar type where deformations were created by twisting cold bars. Now largely phased out in favour of TMT.
Billet
Semi-finished steel block (typically 100mm × 100mm × 12m) that is reheated and rolled into TMT bars.
Ex-warehouse
Price at the dealer's storage location, excluding transportation to your site.
Weighbridge Slip
Official weighment document from a registered weighbridge. The basis for calculating actual quantity purchased.
Bar Bending Schedule (BBS)
Detailed structural engineering document listing every bar in a structure by diameter, shape code, cutting length, and quantity. The most accurate basis for TMT procurement.
D²/162
Formula for calculating TMT bar weight per metre: Weight (kg/m) = diameter² ÷ 162.
Lapping
Joining two bars end-to-end by overlapping them for a specified distance (usually 40–60 times the bar diameter). Lapping length must be accounted for in quantity estimates.
Cover (Concrete Cover)
The minimum thickness of concrete between the bar surface and the structure's outer edge. For RCC columns in moderate exposure: minimum 40mm. Critical for corrosion protection.
CRS (Corrosion Resistant Steel)
A variant of TMT (offered by JSW as Neosteel CRS) with added copper and chromium for 1.5–2x higher corrosion resistance versus standard TMT. Recommended for coastal construction and basements.

Seismic Terms

IS 13920:2016
BIS standard for ductile design of reinforced concrete structures. Mandates Fe500D (or higher ductility grade) and specific detailing requirements for seismic zones III, IV, and V.
Seismic Zone
India is divided into 4 seismic zones (II, III, IV, V) by IS 1893. Zone V (Northeast India, Himalayan region) is highest risk. Zones III–V mandate Fe500D minimum for structural concrete.
Ductile Detailing
Specific bar arrangement and spacing requirements (closely spaced stirrups in "confining zones") designed to ensure structural ductility under earthquake loading.