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HEB Beam Dimensions Chart (HEB 100 to HEB 600)

HEB 100 to HEB 600 beam chart: h, b, tw, tf, r, area, weight in kg/m, second moment of area, section modulus and radius of gyration. Labelled drawing, EN 10365 dimensions.

For preliminary selection and comparison. Strength, buckling, lateral torsional buckling, connections and rolling tolerances are not checked. Confirm dimensions with the standard or the manufacturer, and have the final design done by a qualified engineer.

Dimension drawing and symbols

I section with dimension symbolsh: Depth of section. b: Flange width. tw: Web thickness. tf: Flange thickness. r: Root radius.yzhbtwtfr
h
Depth of section mm
b
Flange width mm
tw
Web thickness mm
tf
Flange thickness mm
r
Root radius mm
A
Cross section area cm²
G
Theoretical mass per metre kg/m
Iy
Second moment of area, strong axis y cm⁴
Wel,y
Elastic section modulus, strong axis y cm³
Wpl,y
Plastic section modulus, strong axis y cm³
iy
Radius of gyration, strong axis y cm
Iz
Second moment of area, weak axis z cm⁴
Wel,z
Elastic section modulus, weak axis z cm³
Wpl,z
Plastic section modulus, weak axis z cm³
iz
Radius of gyration, weak axis z cm

The drawing carries no numbers, each letter is read in the table. y is the strong axis and z the weak axis. r is the root radius between web and flange.

Visible rows: 38

Dimensions and mass

HEB beam dimensions and mass
Dimensions, mmSection
Sectionhdepthbwidthtwwebtfflangerroot radiusAareacm²Gmasskg/m
HEB 100100.0100.06.010.01226.0420.44
HEB 120120.0120.06.511.01234.0126.69
HEB 140140.0140.07.012.01242.9633.72
HEB 160160.0160.08.013.01554.2542.59
HEB 180180.0180.08.514.01565.2551.22
HEB 200200.0200.09.015.01878.0861.29
HEB 220220.0220.09.516.01891.0471.47
HEB 240240.0240.010.017.021105.9983.20
HEB 260260.0260.010.017.524118.4492.98
HEB 280280.0280.010.518.024131.36103.12
HEB 300300.0300.011.019.027149.08117.03
HEB 320320.0300.011.520.527161.34126.65
HEB 340340.0300.012.021.527170.90134.15
HEB 360360.0300.012.522.527180.63141.80
HEB 400400.0300.013.524.027197.78155.26
HEB 450450.0300.014.026.027217.98171.11
HEB 500500.0300.014.528.027238.64187.33
HEB 550550.0300.015.029.027254.06199.44
HEB 600600.0300.015.530.027269.96211.92

Section properties

Section properties
Strong axis yWeak axis z
SectionIyinertiacm⁴Wel,yelasticcm³Wpl,yplasticcm³iyradius of gyrationcmIzinertiacm⁴Wel,zelasticcm³Wpl,zplasticcm³izradius of gyrationcm
HEB 10045089.9104.24.16167.333.551.42.53
HEB 120864144.1165.25.04317.552.981.03.06
HEB 1401509215.6245.45.93549.778.5119.83.58
HEB 1602492311.5354.06.78889.2111.2170.04.05
HEB 1803831425.7481.47.661362.8151.4231.04.57
HEB 2005696569.6642.58.542003.4200.3305.85.07
HEB 2208091735.5827.09.432843.3258.5393.95.59
HEB 24011259938.31053.110.313922.7326.9498.46.08
HEB 260149191147.61282.911.225134.5395.0602.26.58
HEB 280192701376.41534.412.116594.5471.0717.67.09
HEB 300251661677.71868.712.998562.8570.9870.17.58
HEB 320308241926.52149.213.829238.8615.9939.17.57
HEB 340366562156.32408.114.659689.9646.0985.77.53
HEB 360431932399.62683.015.4610141.2676.11032.57.49
HEB 400576812884.03231.717.0810819.0721.31104.07.40
HEB 450798883550.63982.419.1411721.3781.41197.77.33
HEB 5001071764287.04814.621.1912623.9841.61291.67.27
HEB 5501366914970.65590.623.2013076.9871.81341.17.17
HEB 6001710415701.46425.125.1713530.2902.01391.17.08

Quick answers

  • HEB 100: h 100 mm, b 100 mm, tw 6 mm, tf 10 mm, theoretical mass 20.44 kg/m, Iy 450 cm⁴, Wel,y 89.9 cm³. View in table
  • HEB 160: h 160 mm, b 160 mm, tw 8 mm, tf 13 mm, theoretical mass 42.59 kg/m, Iy 2492 cm⁴, Wel,y 311.5 cm³. View in table
  • HEB 200: h 200 mm, b 200 mm, tw 9 mm, tf 15 mm, theoretical mass 61.29 kg/m, Iy 5696 cm⁴, Wel,y 569.6 cm³. View in table
  • HEB 240: h 240 mm, b 240 mm, tw 10 mm, tf 17 mm, theoretical mass 83.2 kg/m, Iy 11259 cm⁴, Wel,y 938.3 cm³. View in table
  • HEB 300: h 300 mm, b 300 mm, tw 11 mm, tf 19 mm, theoretical mass 117.03 kg/m, Iy 25166 cm⁴, Wel,y 1677.7 cm³. View in table
  • HEB 400: h 400 mm, b 300 mm, tw 13.5 mm, tf 24 mm, theoretical mass 155.26 kg/m, Iy 57681 cm⁴, Wel,y 2884 cm³. View in table
  • HEB 500: h 500 mm, b 300 mm, tw 14.5 mm, tf 28 mm, theoretical mass 187.33 kg/m, Iy 107176 cm⁴, Wel,y 4287 cm³. View in table

Conditions and notes

HEB 100 to HEB 600, EN 10365:2017 nominal dimensions. Ideal section including root radii, steel density 7850 kg/m³. Rolling tolerances are not applied.

  • y is the strong axis, parallel to the flanges. z is the weak axis, parallel to the web.
  • A = 2 b tf + (h − 2 tf) tw + (4 − π) r² and G = 7850 × A. Wel,y = 2 Iy / h, Wel,z = 2 Iz / b, i = √(I / A).
  • Each value was compared with two separate manufacturer tables. The tables round or truncate the last digit, so a difference of one unit in the last digit can appear.
  • The torsion constant It, the warping constant Iw and the light or heavy variants (HE AA, HE M) are not included.
  • HEB corresponds to the HE B designation in EN 10365.
  • CSV download is unavailable because the sources do not establish permission for reuse.

Dimensions are EN 10365 nominal dimensions. Area, theoretical mass and section properties are calculated from these dimensions with exact relations for the ideal section, including the four root radii between web and flanges. Rounding is applied only for display.

The second moment of area is used for deflection and buckling, the elastic modulus for elastic stress and the plastic modulus for plastic moment capacity. Weight estimates use the theoretical mass, delivered weight can differ because of rolling tolerances.

Sources

This table is for preliminary reference. Check the applicable standard and product conditions before use.

  • Source 1. Version accessed. Accessed: 2026-10-16
  • Source 2. Version accessed. Accessed: 2026-10-16
  • Source 3. Version accessed. Accessed: 2026-10-16
  • Source 4. P080:1990. Accessed: 2026-10-16
  • Source 5. Version accessed. Accessed: 2026-10-16

Data version: 2026-10-16

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