STEEL

ISA (Indian Standard Angle)

L-shaped angle section

Also calledisaisa angleangle sectionl anglel section
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Definition

ISA (Indian Standard Angle) is a hot-rolled L-shaped steel section used extensively in Indian construction for trusses, bracing, lacing, towers, and connections. Standardised in IS 808:1989 with both equal angles (e.g., ISA 65×65×6) and unequal angles (e.g., ISA 100×75×8), ISA designations specify leg lengths in mm and thickness in mm. The smallest standard angle is ISA 20×20×3 (0.9 kg/m) and the largest commonly stocked is ISA 200×200×25 (75.4 kg/m). For tower and transmission-line applications, even larger angles up to ISA 250×250×35 are produced.

Design per IS 800:2007 covers angles in tension (governed by net section, single-bolt connection efficiency, and block shear), compression (with reduction for slenderness about minor principal axis), and as members of trusses (where multiple angles connect at gusset plates). The asymmetric section produces principal axes inclined to the leg axes — IS 808 tabulates rzz (the minimum radius of gyration) for slenderness check. Single-angle struts are typically eccentrically loaded — IS 800 Cl. 7.5.1 provides effective slenderness ratios depending on connection arrangement (bolted/welded, single/double row).

The most common Indian uses: (1) Roof trusses — 4-12 m span warehouses use 2 × ISA back-to-back members at top and bottom chord, 1 × ISA for diagonals. (2) Bracing in steel buildings — single or paired angles in vertical / horizontal bracing systems. (3) Transmission-line towers — virtually 100% of 33 kV to 765 kV power transmission towers use angles per ISIN 6533 (lattice tower code). (4) Lift wells, stair stringers, walkway grating supports. (5) Lacing of built-up columns and beams. The common fabrication error is connecting tension angles via a single bolt — IS 800 imposes a 50-65% reduction factor for single-bolt connection that often makes the section inadequate; always design for double-bolt or welded connection.

Typical values
ISA 50×50×64.5 kg/m, Area 5.68 cm²
ISA 75×75×88.9 kg/m, Area 11.38 cm²
ISA 100×100×1014.9 kg/m, Area 19.0 cm²
ISA 150×150×1227.3 kg/m, Area 34.8 cm²
ISA 200×200×1648.5 kg/m, Area 61.8 cm²
ISA 100×75×8 (unequal)10.5 kg/m, Area 13.4 cm²
Where used
  • Roof truss top/bottom chords and diagonals (4-15 m spans)
  • Bracing in multi-storey steel buildings
  • Lacing of built-up columns and beams
  • Transmission-line lattice towers (33 kV to 765 kV)
  • Lift wells, stair stringers, equipment supports
Acceptance / threshold
Per IS 808:1989: leg dimensions and thickness per Table 7-9 with tolerances; IS 2062:2011 for material grades. Connection bolt design per IS 800 Cl. 10 + Cl. 7.5.1 for single-angle struts. Single-bolt connections require 50-65% reduction factor on tension capacity per IS 800.
Site example
Site reality: a Coimbatore truss design specified single-bolt connections at ISA 50×50×6 web members. IS 800 Cl. 6.4 reduction factor for single-bolt single-angle = 0.6 → effective tension capacity drops to 60% of gross section yield. Result: web members fail at 40% of their nominal capacity. Site engineer's review caught the design error pre-fabrication. Switched to double-bolt connection with no reduction, no member upsizing needed. Single-bolt single-angle is a common silent under-design — always check Cl. 6.4.
Frequently asked
What is ISA in steel structures?
ISA stands for Indian Standard Angle — hot-rolled L-shaped steel sections per IS 808:1989. Available as equal angles (ISA 50×50×6) or unequal (ISA 100×75×8). Sizes range from ISA 20×20×3 (0.9 kg/m) to ISA 200×200×25 (75.4 kg/m). Used extensively in trusses, bracing, lacing, transmission towers, and connection details.
What is the difference between equal and unequal angle?
Equal angle has both legs the same length (ISA 75×75×6); unequal angle has legs of different lengths (ISA 100×75×8). Equal angles are common in symmetric applications — bracing, truss diagonals. Unequal angles are useful where one leg connects to a structure (the longer leg) and the other extends as a free flange — common in lintel angles, beam-column connection cleats.
Why does single-bolt angle connection require strength reduction?
Per IS 800:2007 Cl. 6.4: a single-bolt connection in an angle member produces eccentric load transfer — the load passes through one corner of the section, causing both axial tension and bending. The reduction factor (typically 0.6-0.65 for single-bolt single-angle) accounts for this eccentricity. Double-bolt connections distribute load across two points and avoid the reduction; welded connections eliminate the issue entirely.
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