Jineshwar Steels supplies FE 550D TMT Bar for reinforced concrete construction where high yield strength, controlled chemistry and dependable ductility are important. Manufactured to the requirements of IS 1786:2008, Fe 550D belongs to the high-strength deformed reinforcement steel category. The “550” designation corresponds to a specified minimum yield stress of 550 N/mm², while the “D” designation identifies the enhanced elongation category within the grade. This combination makes FE 550D TMT Bar suitable for demanding structural applications where reinforcement performance, load-carrying capacity and controlled deformation are important considerations.

The ribbed surface of the bar provides mechanical interlock with concrete, helping develop an effective bond between reinforcement and the surrounding concrete matrix. Jineshwar Steels serves customers requiring TMT reinforcement for residential buildings, commercial structures, industrial facilities, infrastructure projects and civil engineering works. Product selection should always be based on structural design requirements, applicable standards, bar diameter, quantity, project location and the requirements specified by the project engineer.

Table of Contents

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FE 550D TMT Bar Specifications

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FE 550D TMT Bar Chemical Composition

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FE 550D TMT Bar Mechanical Properties

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FE 550D TMT Bar Applications

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FE 550D TMT Bar Latest Price List

Jineshwar Steels supplies FE 550D TMT Bar for projects that require high-strength reinforcement with controlled mechanical properties and consistent dimensional performance. The Fe 550D grade is specified for a minimum yield stress of 550 N/mm² and combines high strength with a defined elongation requirement. This makes the grade particularly relevant when structural engineers need reinforcement capable of carrying substantial tensile loads while maintaining specified ductility. The ribbed geometry of the bar is designed to provide mechanical anchorage within concrete, supporting efficient stress transfer between steel reinforcement and the concrete matrix. For procurement, buyers generally evaluate grade, diameter, quantity, applicable standard, test documentation and delivery requirements together rather than selecting reinforcement only on nominal strength. Jineshwar Steels focuses on supplying material according to the buyer’s stated technical requirement, helping contractors, fabricators, project procurement teams and construction professionals source reinforcement steel for planned civil works.

As exporters of FE 550D TMT Bar, Jineshwar Steels can support project-oriented requirements where reinforcement steel needs to be coordinated with documentation, packaging, quantity and destination logistics. International procurement of TMT reinforcement requires attention to technical specifications as well as commercial and shipping considerations. Buyers may need material identification, heat or batch information, test documentation, packing details and dimensional confirmation before dispatch. Fe 550D is a high-strength reinforcement grade covered by IS 1786, with specified minimum yield and tensile properties and enhanced elongation compared with the corresponding non-D grade. For overseas projects, the purchaser should also confirm whether the destination project accepts IS-standard reinforcement or requires an additional national or project-specific standard. Jineshwar Steels can coordinate supply requirements around diameter, straight-length requirements, quantity, destination and documentation. Proper communication before order confirmation helps ensure that the supplied reinforcement corresponds with the structural drawings and procurement specification.

Jineshwar Steels maintains a procurement-oriented approach to FE 550D TMT Bar requirements, helping customers source reinforcement according to grade, diameter, quantity and delivery schedule. Stock availability can be important for contractors working against fixed construction programmes because reinforcement requirements often arise in stages corresponding to foundations, columns, beams, slabs and other structural elements. When purchasing Fe 550D, buyers should verify the material designation, nominal diameter, standard, batch identification and supporting test documentation before incorporating the bars into structural work. The deformed profile of TMT reinforcement improves mechanical interaction with concrete, while the steel’s specified yield and tensile properties provide the basis for structural design calculations. Jineshwar Steels serves customers in construction and industrial markets requiring carbon steel reinforcement products and other steel materials. For larger requirements, procurement can be planned around project schedules, transportation requirements and quantity consolidation, helping reduce unnecessary interruptions between material ordering and site consumption.

Property	Specification
Product Name	FE 550D TMT Bar
Product Type	Thermo-Mechanically Treated (TMT) Reinforcement Steel Bar
Grade	Fe 550D
Standard	IS 1786:2008 / IS 1786 (Latest Revision, where applicable)
Material	High Strength Low Carbon Steel
Minimum Yield Strength	550 N/mm²
Minimum Tensile Strength	600 N/mm²
Minimum Tensile Strength / Yield Strength Ratio	1.08
Minimum Elongation	14.5%
Total Elongation at Maximum Force (Agt)	5% Minimum
Available Nominal Diameters	8, 10, 12, 16, 20, 25, 28, 32, 36 & 40 mm
Bar Length	12 m Standard (Custom lengths available)
Surface	Ribbed / Deformed
Form	Straight Reinforcement Bars
Manufacturing Process	Thermo-Mechanical Treatment (TMT)
Weldability	Excellent
Corrosion Resistance	High
Earthquake Resistance	Excellent (High Ductility)
Applications	High-rise Buildings, Bridges, Flyovers, Industrial Structures, Dams, Earthquake Resistant RCC Construction
Testing	Chemical, Tensile, Yield, Elongation, Bend & Rebend Tests
Inspection Certificate	Mill Test Certificate (MTC) Available

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

Yield Strength	Tensile Strength	TS / YS Ratio	Elongation	Total Elongation at Maximum Force (Agt)
550 N/mm² Min.	600 N/mm² Min.	1.08 Min.	14.5% Min.	5% Min.