Angle Iron (ISA) Weight Calculation — Complete Guide for Fabricators
Angle iron, also called L-section or angle section, is a structural steel profile shaped like the letter L in cross-section. In India it is standardised under IS 808 as Indian Standard Angle (ISA). The section consists o
What Is Angle Iron and Where Is It Used
Angle iron, also called L-section or angle section, is a structural steel profile shaped like the letter L in cross-section. In India it is standardised under IS 808 as Indian Standard Angle (ISA). The section consists of two flat flanges joined at a right angle, with a consistent thickness throughout. Equal leg angles have both flanges the same width; unequal leg angles have flanges of different widths. This simple geometry makes angle iron one of the most versatile structural profiles available, suitable for a vast range of applications from decorative grilles to heavy truss chord members.
The most common applications of angle iron in Indian construction and fabrication include roof bracing, where diagonal angle members resist lateral wind and seismic forces in the plane of the roof; purlin systems for light industrial buildings, where angle purlins support roofing sheets between main frames; stair stringers, where angle sections form the sloping structural members of staircases; machine frames and equipment supports, where the flat leg surfaces simplify mounting of plates, motors, and other components; and lintel bars over window and door openings, where an embedded angle supports masonry above the opening.
The combination of availability, low cost, simple connection details, and ease of cutting and drilling makes angle iron the default choice for secondary structural elements across the construction industry. Wherever a heavier and more expensive hollow section or I-beam would be over-specified, and where a flat bar would be too weak or too prone to twisting, angle iron fills the structural role cost-effectively.
Weight Formula and Calculation Method
The weight formula for an equal leg angle iron follows directly from the volume of steel in the cross-section. For an angle with leg length A and thickness T (both in mm), the cross-sectional area in mm² is approximately (2A − T) × T, which represents two rectangles of size A × T minus the corner square of T × T that would be double-counted. The weight per metre is this area multiplied by the steel density of 0.00785 kg/mm³ per metre length. In simplified form: weight in kg/m = (2A − T) × T × 0.00785. For the most common angle ISA 75×75×6: (2×75 − 6) × 6 × 0.00785 = 144 × 6 × 0.00785 = 6.79 kg/m, which matches closely with the published IS 808 value of 6.84 kg/m (the small difference arises from the corner radius geometry that the simplified formula ignores).
For an unequal leg angle with leg lengths A and B and thickness T: weight in kg/m = (A + B − T) × T × 0.00785. This formula applies to standard structural angles where the thickness is uniform across both legs. For the published IS 808 values, which account precisely for the tapered flange geometry and corner radii of rolled sections, always use the official table rather than the formula for precise work — the formula is accurate enough for preliminary estimation but may differ from published values by 1–2%.
To calculate the total weight of angle iron for a project, multiply the weight per metre by the total length of each section type, then sum across all section types. For example, 120 metres of ISA 75×75×6 (6.84 kg/m) plus 80 metres of ISA 50×50×5 (3.77 kg/m) gives a total of 120 × 6.84 + 80 × 3.77 = 820.8 + 301.6 = 1122.4 kg. Adding 10% for connections, cuts, and waste gives a procurement quantity of approximately 1235 kg or 1.235 tonnes.
IS 808 Weight Table and Available Sections
The IS 808 standard publishes weight values for all standard ISA equal and unequal leg angles in India. Among equal angles, the most commonly stocked sections and their published weights are: ISA 25×25×3 at 1.11 kg/m, ISA 40×40×4 at 2.37 kg/m, ISA 50×50×5 at 3.77 kg/m, ISA 60×60×6 at 5.42 kg/m, ISA 75×75×6 at 6.84 kg/m, ISA 75×75×8 at 8.96 kg/m, ISA 90×90×8 at 10.86 kg/m, ISA 100×100×8 at 12.16 kg/m, ISA 100×100×10 at 14.90 kg/m, ISA 110×110×10 at 16.60 kg/m, ISA 130×130×10 at 19.70 kg/m, and ISA 150×150×12 at 26.50 kg/m. Sections smaller than ISA 25×25×3 and larger than ISA 200×200×25 exist in the standard but are rarely stocked and require mill orders.
Among unequal angles, the most commonly used in Indian construction are ISA 75×50×6, ISA 100×75×8, and ISA 150×100×10. These are used in applications where different leg lengths serve different structural functions — for example, ISA 100×75×8 as a lintel angle, where the 100 mm leg spans the opening and the 75 mm leg bears on the wall. The 8 mm thickness provides adequate bending stiffness for typical door and window opening widths of up to 2.0 m.
For most projects in India, the sections ISA 50×50×5, ISA 75×75×6, ISA 75×75×8, and ISA 100×100×8 account for the majority of angle iron usage by tonnage. These are universally stocked by steel distributors in all major cities without lead time. Sections outside this core range may require 1–2 weeks lead time for delivery from regional distribution centres, and sections above ISA 150×150 may require mill ordering with 4–8 week lead times from SAIL or other major producers.
Connection and Fabrication Considerations
The practical aspects of connecting and fabricating angle iron affect both structural performance and project cost. Bolted connections through a single leg (the most common connection for angle iron purlins and bracing) are structurally eccentric — the bolt force is applied offset from the section centroid, creating a torsional moment in addition to the primary axial or shear force. IS 800, India’s structural steel design code, addresses this by providing reduced effective net area values for single-leg connections: typically 0.7 to 0.8 times the full net area, depending on the connection length and number of bolts. This reduction must be applied in connection design even when the calculated member force would otherwise suggest a lighter section.
For back-to-back angle configurations, where two angles are placed with their backs together to form a T or cruciform section, both legs are connected and the eccentricity issue is eliminated. This configuration provides significantly better structural efficiency than a single angle of twice the weight — the combined section has a symmetric cross-section, a centroid aligned with the connection centreline, and no net torsional loading. Back-to-back angles are the preferred configuration for heavily loaded diagonal bracing, compression struts in trusses, and column sections in light structures where hollow sections would be over-specified.
Cutting angle iron is straightforward with an abrasive disc cutter, plasma cutter, or bandsaw. The two-leg geometry does require care to ensure both legs are cut square simultaneously — a guide or fence is recommended for production cutting. Drilling through angle iron is typically done through one leg at a time, with appropriate clamping to prevent the section from rolling. For large projects with repetitive cuts, a CNC plasma or laser cutting system can process angle iron efficiently with high dimensional accuracy.
Cost Estimation and Market Availability
Angle iron pricing in India follows IS 2062 E250 mild steel market pricing, which is quoted per metric tonne and fluctuates with raw material (iron ore and scrap) prices and supply-demand conditions. As of 2025, IS 2062 structural angle iron is typically priced in the range of ₹65–85 per kg (₹65,000–85,000 per tonne) ex-works for standard sections from major distributors. Smaller sections (below ISA 50) and larger sections (above ISA 150) may carry a 5–10% premium over standard sections due to lower production volumes and higher distribution costs.
To calculate material cost from weight, multiply the calculated weight by the current market rate: total cost = total weight (kg) × price (₹/kg). For a typical industrial shed bracing job requiring 2 tonnes of ISA 75×75×6 at ₹75/kg, the material cost is 2000 × 75 = ₹150,000. Add GST at 18% = ₹27,000, transport (typically ₹500–2000 per tonne depending on distance) = ₹1,000–4,000, and unloading (typically ₹200–500 per tonne) = ₹400–1000. Total landed cost approximately ₹178,400–₹182,000, compared to a bare material cost of ₹150,000.
Every calculation in this guide is grounded in established engineering standards and industry practice. The formulas, density values, and reference data reflect current best practice in sheet metal fabrication, structural steel design, and materials procurement. Use our free calculators at sheetgauge.com to apply these principles efficiently, and refer to the tables and guidance here whenever you need to verify a result or understand the reasoning behind a calculation. Accurate weight and dimension data is the foundation of every successful fabrication, procurement, and structural design decision.
Related Calculators
ISA vs Imported Angle — Specification Differences
Indian Standard Angle sections (ISA) are produced under IS 808 with specific dimensional tolerances and a nominal density of 7850 kg/m³ for mild steel. When specifying angles sourced from imports (from China, South Korea, or Europe), the sections may follow different standards — EN 10056 in Europe or JIS G3192 in Japan — with slightly different flange widths, leg thickness distributions, and toe radii. The weight per metre for nominally equivalent sections from different standards can differ by 3–8%, which matters when calculating material quantities for large projects.
For Indian construction and fabrication projects, always specify ISA sections with the IS 808 designation to ensure correct weight assumptions. If imported angles are being used, obtain the mill certificate and use the actual tabulated weight rather than calculating from nominal dimensions. Our calculator uses IS 808 tabulated weights for ISA sections, which are the reference values for Indian structural steel design per IS 800.
Angle in Tension vs Compression
The structural behaviour of an angle iron section depends critically on how it is connected and loaded. A single angle in tension (carrying a pull load) is straightforward — the full cross-sectional area is effective, and the weight reflects the full material. A single angle in compression is more complex: it tends to buckle about its weaker axis and is also subject to torsional buckling because the section is not symmetric. Double angles (two angles back-to-back) significantly improve compression capacity and are the preferred configuration for compression members in trusses. Back-to-back angles also eliminate the eccentricity of loading that makes single-angle connections less efficient.
ISA Weight Reference Table
| Section (mm × mm × mm) | Weight (kg/m) | Area (cm²) |
|---|---|---|
| ISA 50×50×5 | 3.77 | 4.80 |
| ISA 65×65×6 | 5.82 | 7.42 |
| ISA 75×75×8 | 8.97 | 11.4 |
| ISA 100×100×8 | 12.2 | 15.5 |
| ISA 100×100×10 | 15.1 | 19.2 |
| ISA 130×130×10 | 19.7 | 25.1 |
| ISA 150×150×12 | 27.3 | 34.8 |
Use our Angle Weight Calculator for any ISA size and length, and our ISMB Calculator for beam section weights.
Angle iron is one of the most versatile structural sections in Indian fabrication — cheap, widely available, easy to weld and bolt, and strong in tension when correctly connected. Its limitations (eccentricity, torsional weakness in compression) are well understood and easily managed through correct specification and connection design. Use our Angle Weight Calculator for any ISA size and quantity, and our MS Sheet Weight Calculator for flat plate sections used alongside angle frames.
For fabrication estimating purposes, always add an allowance for cutting losses and connection material. Angle iron connections typically use gusset plates, bolts or welds — the weight of these connection elements adds 3–8% to the bare section weight for typical truss joints. When pricing a full truss or frame in ISA sections, use the section weights from our calculator as the base and apply a 5% connections allowance for bolt/weld material, plus a 2–3% cutting wastage allowance for offcuts.