Jineshwar Steels supplies FE 500D TMT Bars for reinforced concrete construction where a combination of high strength, ductility, dimensional consistency and dependable concrete bonding is required. Fe 500D is a high-strength deformed reinforcement grade covered under IS 1786, with the “D” designation indicating enhanced ductility compared with the conventional Fe 500 grade. The grade is particularly suitable for structural members subjected to varying loads, vibration and deformation because its mechanical requirements combine strength with higher elongation.

The ribbed surface of the bar is designed to improve mechanical interlock with concrete, supporting efficient load transfer between reinforcement and the surrounding concrete matrix. Jineshwar Steels serves customers requiring reinforcement steel for residential buildings, commercial structures, industrial projects, infrastructure works and civil construction. Depending on project requirements, diameter, quantity, delivery location and applicable purchase specifications, Fe 500D TMT reinforcement can be supplied in commonly used nominal sizes and project-specific quantities.

Table of Contents

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FE 500D TMT Bars Specifications

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FE 500D TMT Bars Chemical Composition

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FE 500D TMT Bars Mechanical Properties

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FE 500D TMT Bars Applications

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FE 500D TMT Bars Latest Price List

Jineshwar Steels serves construction and infrastructure requirements for FE 500D TMT Bars where reinforcement performance, ductility and dependable concrete interaction are important. Fe 500D is produced as a high-strength deformed reinforcement grade with controlled chemistry and mechanical properties specified under IS 1786. The characteristic ribbed profile creates mechanical interlock with concrete, helping reinforcement transfer tensile forces effectively within reinforced concrete members. Its combination of minimum yield strength, tensile strength and enhanced elongation makes the grade suitable for structural designs that require both load-carrying capability and deformation tolerance. The “D” designation is particularly relevant because it represents the higher ductility category within the Fe 500 strength family.

For procurement, engineers and contractors generally evaluate more than nominal grade alone. Diameter, mass per metre, dimensional tolerances, surface condition, rib geometry, chemical composition, tensile performance and test documentation all contribute to material acceptance. Jineshwar Steels can support requirements for commonly specified reinforcement diameters and project quantities. Fe 500D TMT reinforcement is widely considered for columns, beams, slabs, foundations, retaining structures and other RCC elements. Proper storage, identification by heat or batch and verification against the relevant purchase specification remain important parts of responsible reinforcement procurement.

For international and project-based procurement, FE 500D TMT Bars requires clear technical documentation so that the reinforcement grade can be evaluated against the destination project's structural and material requirements. Jineshwar Steels caters to buyers seeking reinforcement steel with defined grade, dimensions and mechanical characteristics. Fe 500D is identified under the Indian Standard system for high-strength deformed steel bars and wires used in concrete reinforcement. Its specified yield stress of at least 500 N/mm², minimum tensile strength of 565 N/mm² and minimum elongation of 16% provide a useful balance between strength and ductility.

Parameter	Specification
Product Name	FE 500D TMT Bars
Product Type	Thermo Mechanically Treated (TMT) Reinforcement Bar
Grade	Fe 500D
Applicable Standard	IS 1786:2008 / IS 1786:2024 (as applicable)
Material	High Strength Low Carbon Steel
Bar Shape	Round with Deformed/Ribbed Surface
Available Sizes	8, 10, 12, 16, 20, 25, 28, 32, 36 & 40 mm (6 mm where available)
Supply Condition	Straight Lengths
Surface Finish	Hot Rolled Deformed / Ribbed
Minimum Yield Strength	500 N/mm²
Minimum Tensile Strength	565 N/mm²
Minimum Elongation	16%
Minimum UTS / Yield Ratio	1.10
Applications	Residential, Commercial, Industrial Buildings, Bridges, Flyovers and RCC Structures

Carbon (C) Max	Sulphur (S) Max	Phosphorus (P) Max	S + P Max	Carbon Equivalent (CE) Max
0.25%	0.040%	0.040%	0.075%	0.42%

Property	Yield Strength	Tensile Strength	UTS / Yield Ratio	Elongation
FE 500D Requirement	500 N/mm² Min.	565 N/mm² Min.	1.10 Min.	16% Min.