STEEL

ISMB (Indian Standard Medium Beam)

Indian Standard Medium Weight Beam — most common I-section

Also calledismbismb beamindian standard medium beami-beami beam
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Definition

ISMB (Indian Standard Medium Beam) is the dominant family of hot-rolled I-section steel beams used in Indian construction. Standardised in IS 808:1989 with sections from ISMB 100 (100 mm depth) up to ISMB 600 (600 mm depth), ISMB beams are the workhorse for moment-resisting framing in steel buildings, industrial sheds, mezzanine floors, and bridge girders. ISMB designation reads: ISMB <depth in mm>, e.g., ISMB 200 has overall depth 200 mm with corresponding flange width 100 mm and weight 25.4 kg/m.

Key ISMB properties (IS 808 Table 1): ISMB 100 (8.9 kg/m, Ixx = 257 cm⁴), ISMB 150 (14.9 kg/m, Ixx = 726 cm⁴), ISMB 200 (25.4 kg/m, Ixx = 2235 cm⁴), ISMB 250 (37.3 kg/m, Ixx = 5131 cm⁴), ISMB 300 (44.2 kg/m, Ixx = 8603 cm⁴), ISMB 400 (61.6 kg/m, Ixx = 20458 cm⁴), ISMB 500 (86.9 kg/m, Ixx = 45218 cm⁴), ISMB 600 (122.6 kg/m, Ixx = 91813 cm⁴). For comparison, ISMB has thicker flanges and web than ISLB (Light Beam) of the same depth, and ISWB (Wide-Flange Beam) has wider flanges than ISMB at the same depth.

Design per IS 800:2007 Section 8 covers flexure, shear, lateral-torsional buckling, and deflection of ISMB beams. Lateral-torsional buckling is the most common governing limit state for unrestrained ISMB beams — the top flange must be laterally supported (by slab, secondary beams, or bracing) at intervals satisfying Cl. 8.2.2 effective length criteria; otherwise the moment capacity is significantly reduced. For continuous floors, ISMB beams supported by composite slab construction (with shear studs per IS 11384) achieve nearly full plastic moment capacity due to the slab's lateral restraint.

Typical values
ISMB 20025.4 kg/m, Ixx 2235 cm⁴, Zxx 223.5 cm³
ISMB 30044.2 kg/m, Ixx 8603 cm⁴, Zxx 573.6 cm³
ISMB 40061.6 kg/m, Ixx 20458 cm⁴, Zxx 1022.9 cm³
ISMB 50086.9 kg/m, Ixx 45218 cm⁴, Zxx 1808.7 cm³
ISMB 600122.6 kg/m, Ixx 91813 cm⁴, Zxx 3060.4 cm³
Where used
  • Floor beams in steel-framed multi-storey buildings
  • Industrial mezzanine floors and platform structures
  • Roof girders for medium-span PEB structures
  • Bridge stringers — IRC 24 secondary girders
  • Crane runway beams in factories (often ISMB 300-500)
Acceptance / threshold
Per IS 808:1989: dimensions, mass, and tolerances tabulated for each ISMB section. Per IS 2062:2011: yield, ultimate, elongation requirements. Pre-erection inspection for plumb, camber, surface defects, and connection-bolt-hole tolerances per IS 800.
Site example
Site reality: a Hyderabad office mezzanine designed for ISMB 300 was substituted on site with ISMB 250 'because it was readily available'. The site engineer caught it during structural-steel acceptance audit. Section modulus: ISMB 300 has Zxx = 573.6 cm³, ISMB 250 has Zxx = 410.5 cm³ — 28% lower. The substitution would have produced a moment capacity 28% under design. Replaced with correct ISMB 300; ₹2.4 lakh material differential. Always verify the section number on every member before allowing erection.
Frequently asked
What is ISMB beam?
ISMB stands for Indian Standard Medium Beam — a standard family of hot-rolled steel I-sections for medium-load structural applications. Sizes range from ISMB 100 (100 mm depth, 8.9 kg/m) to ISMB 600 (600 mm depth, 122.6 kg/m) per IS 808:1989. ISMB has thicker flanges and web than ISLB (Light Beam) of the same depth, making it suitable for higher loads.
What is the difference between ISMB and ISWB?
ISMB (Medium Beam) and ISWB (Wide-Flange Beam) are both standard I-sections per IS 808. ISMB has narrower flanges relative to depth — better for columns and members with weak-axis bending. ISWB has wider flanges relative to depth — better for beams in floor framing where lateral stability and high section modulus matter. For the same depth (e.g., 300 mm), ISWB is 10-20% heavier and has 15-25% higher Zxx than ISMB.
How to read ISMB section properties?
ISMB designation: ISMB <depth in mm>. From IS 808:1989 Table 1, look up: depth (h), flange width (b), flange thickness (tf), web thickness (tw), unit mass (kg/m), area (cm²), moment of inertia (Ixx, Iyy in cm⁴), section modulus (Zxx, Zyy in cm³), radius of gyration (rxx, ryy in cm). For design per IS 800:2007: use Zp (plastic modulus from Table) for plastic design or Ze for elastic.
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