ISWB wide flange beam weight chart

14 sizes · 17.00 to 145.06 kg/m

Weight per metre and properties of ISWB wide flange beams to IS 808:2021. Sections are listed from lightest to heaviest; Indian Standard (IS 808).

Download PDF Weight of 6 m / 12 m lengths FAQ

Section h (mm)b (mm)tw (mm)tf (mm) kg/mlb/ftA (cm²) Ix (cm⁴)Iy (cm⁴)Zx (cm³)
ISWB 150 1501005.47 17.0011.4221.60 83994.70 111
ISWB 175 1751255.87.4 22.0614.8228.10 1,510188 172
ISWB 200 2001406.19 28.8019.3536.70 2,620328 262
ISWB 225 2251506.49.9 33.9322.8043.20 3,920448 348
ISWB 250 2502006.79 40.8427.4452.00 5,940857 475
ISWB 300 3002007.410 48.1232.3461.30 9,820990 654
ISWB 200 (203 x 152, 52.09 kg/m) 2031528.916.5 52.0935.0066.40 4,780809 470
ISWB 350 350200811.4 56.8938.2372.40 15,5001,170 887
ISWB 400 4002008.613 66.7144.8385.00 23,4001,380 1,170
ISWB 450 4502009.215.4 79.5253.43101.00 35,1001,700 1,560
ISWB 500 5002509.914.7 95.1263.92121.00 52,2002,980 2,090
ISWB 550 55025010.517.6 112.4875.58143.00 74,9003,740 2,720
ISWB 600 60025011.221.3 133.7089.84170.00 106,0004,700 3,540
ISWB 600 (600 x 250, 145.06 kg/m) 60025011.823.6 145.0697.48184.00 115,0005,290 3,850

Source: IS 808:2021; earlier weights from IS 808:1989 and SP 6(1):1964, as published by Public.Resource.Org. Nominal values for estimating; verify with the producer. steelweight-calculator.com

Weight across the series

073145 ISWB 150: 17 kg/m 150 ISWB 175: 22.06 kg/m 175 ISWB 200: 28.8 kg/m 200 ISWB 225: 33.93 kg/m 225 ISWB 250: 40.84 kg/m 250 ISWB 300: 48.12 kg/m 300 ISWB 200 (203 x 152, 52.09 kg/m): 52.09 kg/m 200 ISWB 350: 56.89 kg/m 350 ISWB 400: 66.71 kg/m 400 ISWB 450: 79.52 kg/m 450 ISWB 500: 95.12 kg/m 500 ISWB 550: 112.48 kg/m 550 ISWB 600: 133.7 kg/m 600 ISWB 600 (600 x 250, 145.06 kg/m): 145.06 kg/m 600 kg/m

Weight per metre of every size, lightest to heaviest. ISWB 350, the size looked up most often, is highlighted.

How to read this chart

ISWB 350 cross-section, drawn to scaleh 350b 200tw 8tf 11.4r 12

ISWB 350, drawn to scale (mm)

h
overall depth in mm
b
flange width in mm
tw
web thickness in mm
tf
flange thickness in mm (mean value for taper flanges)
kg/m, lb/ft
nominal weight per unit length
A
cross-sectional area in cm²; weight = 0.785 × A kg/m
Ix
second moment of area about the strong axis in cm⁴, which governs bending stiffness and deflection
Iy
second moment of area about the weak axis in cm⁴, which matters for buckling and columns
Zx
elastic section modulus in cm³; bending moment capacity is roughly Zx × allowable stress

Wide flange sections like this are used as columns, heavy beams and transfer girders, where stiffness about both axes matters.

Weight of standard lengths

Sections are usually supplied in 6 m and 12 m lengths. The weight of one piece is the weight per metre times the length; the last column converts a tonnage order into a number of 12 m bars.

Section6 m length (kg)12 m length (kg)12 m lengths per tonne
ISWB 150 102.0204.0 4.9
ISWB 175 132.4264.7 3.8
ISWB 200 172.8345.6 2.9
ISWB 225 203.6407.2 2.5
ISWB 250 245.0490.1 2.0
ISWB 300 288.7577.4 1.7
ISWB 200 (203 x 152, 52.09 kg/m) 312.5625.1 1.6
ISWB 350 341.3682.7 1.5
ISWB 400 400.3800.5 1.2
ISWB 450 477.1954.2 1.0
ISWB 500 570.71,141.4 0.9
ISWB 550 674.91,349.8 0.7
ISWB 600 802.21,604.4 0.6
ISWB 600 (600 x 250, 145.06 kg/m) 870.41,740.7 0.6

How the weight is calculated

The weight of a steel section is its cross-sectional area times the density of steel, 7850 kg/m³. With the area in cm² this simplifies to:

weight (kg/m) = 0.785 × A (cm²)

Example: ISWB 350 has an area of 72.40 cm², so 0.785 × 72.40 = 56.83 kg/m. The standard gives 56.89 kg/m, and a 12 m length weighs about 682.7 kg.

Rolled sections are made to a nominal mass, and the actual mass can differ by a few percent within the tolerances of IS 1852. For purchasing, invoicing by weight or checking deliveries, use the producer's stated mass.

More on the method: steel weight formula · density of steel · steel weight calculator

Equivalent sections in other standards

The closest section in each other standard by depth and weight. These are starting points for substitution, not drop-in replacements: flange width, thickness and section properties differ, so check the design.

Sectionkg/mEuropean (EN)American (AISC / ASTM A6)
ISWB 150 17.00 IPE 160 (15.8 kg/m)W6x12 (18.0 kg/m)
ISWB 175 22.06 IPE 180 (18.8 kg/m)W6x16 (24.0 kg/m)
ISWB 200 28.80 IPE 200 (22.4 kg/m)S8x18.4 (27.4 kg/m)
ISWB 225 33.93 IPE 240 (30.7 kg/m)S8x23 (34.0 kg/m)
ISWB 250 40.84 IPE 270 (36.1 kg/m)S10x25.4 (37.8 kg/m)
ISWB 300 48.12 IPE 300 (42.2 kg/m)S12x31.8 (47.3 kg/m)
ISWB 200 (203 x 152, 52.09 kg/m) 52.09 HEA 220 (50.5 kg/m)HP8x36 (53.0 kg/m)
ISWB 350 56.89 IPE 360 (57.1 kg/m)W14x38 (57.8 kg/m)
ISWB 400 66.71 IPE 400 (66.3 kg/m)W16x45 (67.0 kg/m)
ISWB 450 79.52 IPE 450 (77.6 kg/m)S18x54.7 (81.4 kg/m)
ISWB 500 95.12 IPE 500 (90.7 kg/m)S20x66 (98.2 kg/m)
ISWB 550 112.48 IPE 550 (105.5 kg/m)W21x73 (109.0 kg/m)
ISWB 600 133.70 IPE 600 (122.5 kg/m)S24x90 (134.0 kg/m)
ISWB 600 (600 x 250, 145.06 kg/m) 145.06 IPE 600 (122.5 kg/m)S24x100 (149.0 kg/m)

Full matching tables: steel section equivalents.

Choosing a size

For a beam, bending capacity grows with the elastic section modulus Zx, while cost grows with weight. Per kilogram of steel, the most efficient sizes in this chart are ISWB 600 (600 x 250, 145.06 kg/m) (26.5 cm³ per kg/m), ISWB 600 (26.5 cm³ per kg/m), ISWB 550 (24.2 cm³ per kg/m). Deeper, lighter sections usually win in bending; wider flanges (or a heavier section of the same depth) help where lateral buckling, column loads or limited depth govern. Deflection depends on Ix.

Frequently asked questions

What is the weight of ISWB 350?

ISWB 350 weighs 56.89 kg/m (38.23 lb/ft). A 6 m length is about 341.3 kg and a 12 m length about 682.7 kg.

What are the lightest and heaviest sizes in this chart?

The lightest is ISWB 150 at 17 kg/m (11.42 lb/ft) and the heaviest is ISWB 600 (600 x 250, 145.06 kg/m) at 145.06 kg/m (97.48 lb/ft). The chart lists 14 sizes.

How is the weight of an ISWB wide flange beam calculated?

Weight per metre is the cross-sectional area times the density of steel, 7850 kg/m³. With the area in cm², that is mass = 0.785 × A kg/m. For ISWB 350, A = 72.40 cm², so 0.785 × 72.40 = 56.83 kg/m. Multiply by the length in metres for the weight of a piece.

Which ISWB gives the most bending strength per kilogram?

Measured by elastic section modulus per kg of weight, ISWB 600 (600 x 250, 145.06 kg/m) is the most efficient in this chart (Zx = 3,850 cm³ for 145.06 kg/m). Deeper sections are generally more efficient in bending; check deflection, lateral buckling and available depth before choosing.

Is there a printable ISWB wide flange beam weight chart?

Yes. The PDF version of this chart (steelweight-calculator.com/charts/iswb-weight-chart.pdf) has the same table on A4 pages and can be printed or saved for site use.

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