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HE-A Steel Beams

Properties of HE-A profiled steel beams

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Properties of HE-A steel beams according DIN 1025 and Euronorm 53-62

For full table with Static Parameters - Moment of Inertia and Elastic Section Modulus - rotate the screen!

HEADimensionsStatic Parameters
Moment of InertiaElastic Section Modulus
Depth
h
(mm)

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Width
w
(mm)

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Web Thickness
s
(mm)

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Sectional Area
(cm2)
Weight
(kg/m)
Ix
(cm4)
Iy
(cm4)
Wx
(cm3)
Wy
(cm3)
100A 96 100 5 21.2 16.7 349 134 72.8 26.8
120A 114 120 5 25.3 19.9 606 231 106 38.5
140A 133 140 5.5 31.4 24.7 1030 389 155 55.6
160A 152 160 6 38.8 30.4 1670 616 220 76.9
180A 171 180 6 45.3 35.5 2410 925 294 103
200A 190 200 6.5 43.8 42.3 3690 1340 389 134
220A 210 220 7 64.3 50.5 5410 1950 515 178
240A 230 240 7.5 76.8 60.3 7760 2770 675 231
260A 250 260 7.5 86.8 68.2 10450 3670 836 282
280A 270 280 8 97.3 76.4 13670 4760 1010 340
300A 290 300 8.5 112 88.3 18260 6310 1260 421
320A 310 300 9 124 97.6 22930 6990 1480 466
340A 330 300 9.5 133 105 27690 7440 1680 499
  • 1 cm4 = 104 mm4 = 10-8 m4 = 0.024 in4
  • 1 cm3 = 103 mm3 = 10-6 m3 = 0.061 in3
  • 1 cm2 = 102 mm2 = 10-4 m2 =  0.16 in2
  • 1 kg/m = 0.67 lb/ft

I-shaped cross-section beams:

  • Britain : Universal Beams (UB) and Universal Columns (UC)
  • Europe : IPE. HE. HL. HD and other sections
  • US : Wide Flange (WF) and H sections

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