Normal Flange I Beams
Properties of normal flange I profile steel beams
Properties of normal flange I beams according DIN 1025.
Static Parameters
Dimensions Moment of Elastic Section
Inertia Modulus
Designation Web
Depth Width Sectional
Thickness Weight Ix Iy Wx Wy
h w Area
s (kg/m) (cm 4
) (cm 4
) (cm3) (cm3)
(mm) (mm) (cm2)
(mm)
I 80 80 42 3.9 7.58 5.94 77.8 6.29 19.5 3
I 100 100 50 4.5 10.6 8.34 171 12.2 34.2 4.88
I 120 120 58 5.1 14.2 11.1 328 21.5 54.7 7.41
I 140 140 66 5.7 18.3 14.3 573 35.2 81.9 10.7
I 160 160 74 6.3 22.8 17.9 935 54.7 117 14.8
I 180 180 82 6.9 27.9 21.9 1450 81.3 161 19.8
I 200 200 90 7.5 33.5 26.2 2140 117 214 26
I 220 220 98 8.1 39.6 31.1 3060 162 278 33.1
I 240 240 106 8.7 46.1 36.2 4250 221 354 41.7
I 260 260 113 9.4 53.4 41.9 5740 288 442 51
I 300 300 125 10.8 69.1 54.2 9800 451 653 72.2
I 340 340 137 12.2 86.8 68 15700 674 923 98.4
I 360 360 143 13 97.1 76.1 19610 818 1090 114
I 400 400 155 14.4 118 92.4 29210 1160 1460 149
I 450 450 170 16.2 147 115 45850 1730 2040 203
I 500 500 185 18 180 141 68740 2480 2750 268
1 cm = 10 m = 10 mm
4 -8 4
1 in4 = 4.16x105 mm4 = 41.6 cm4
1 cm3 = 10-6 m = 103 mm
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
HE-A Steel Beams
Properties of HE-A profiled steel beams
Properties of HE-A steel beams according DIN 1025 and Euronorm 53-62
Static Parameters
Dimensions Moment of Elastic Section
Inertia Modulus
HEA Web
Depth Width Sectional
Thickness Weight Ix Iy Wx Wy
h w Area
s (kg/m) (cm4) (cm4) (cm3) (cm3)
(mm) (mm) (cm2)
(mm)
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 = 1x10-8 m = 1x104 mm
1 in4 = 4.16x105 mm4 = 41.6 cm4
1 cm3 = 1x10-6 m = 1x103 mm
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
HE-B Steel Beams
Properties of HE-B profiled steel beams
Properties of HE-B steel beams according DIN 1025 and Euronorm 53-62
Static Parameters
Dimensions Moment of Elastic Section
Inertia Modulus
HEB Web
Depth Width Sectional
Thickness Weight Ix Iy Wx Wy
h w Area
s (kg/m) (cm4) (cm4) (cm3) (cm3)
(mm) (mm) (cm2)
(mm)
100B 100 100 6 26 20.4 450 167 89.9 33.5
120B 120 120 6.5 34 26.7 864 318 144 52.9
140B 140 140 7 43 33.7 1510 550 216 78.5
160B 160 160 8 54.3 42.6 2490 889 311 111
180B 180 180 8.5 65.3 51.2 3830 1360 426 151
200B 200 200 9 78.1 61.3 5700 2000 570 200
220B 220 220 9.5 91 71.5 8090 2840 736 258
240B 240 240 10 106 83.2 11260 3920 938 327
260B 260 260 10 118 93 14920 5130 1150 395
280B 280 280 10.5 131 103 19270 6590 1380 471
300B 300 300 11 149 117 25170 860 1680 571
320B 320 300 11.5 161 127 30820 9240 1930 616
340B 340 300 12 171 134 36660 9690 2160 646
1 cm = 10 m = 10 mm
4 -8 4
1 in4 = 4.16x105 mm4 = 41.6 cm4
1 cm3 = 10-6 m = 103 mm
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
HE-M Steel Beams
Properties of HE-M profile steel beams
Properties of HE-M steel beams according DIN 1025 and Euronorm 53-62
Static Parameters
Dimensions Moment of Elastic Section
Inertia Modulus
HEM Web
Depth Width Sectional
Thickness Weight Ix Iy Wx Wy
h w Area
s (kg/m) (cm4) (cm4) (cm3) (cm3)
(mm) (mm) (cm2)
(mm)
100M 120 106 12 53.2 41.8 1140 399 190 75.3
120M 140 126 12.5 66.4 52.1 2020 703 288 112
140M 160 146 13 80.6 63.2 3290 1140 411 157
160M 180 166 14 97.1 76.2 5100 1760 566 212
180M 200 186 14.5 113 88.9 7480 2580 748 277
200M 220 206 15 131 103 10640 3650 967 354
220M 240 226 15.5 149 117 14600 5010 1220 444
240M 270 248 18 200 157 24290 8150 1800 657
260M 290 268 18 220 172 31310 10450 2160 780
280M 310 288 18.5 240 189 39550 13160 2550 914
300M 340 310 21 303 238 59200 19400 3480 1250
320M 359 309 21 312 245 68130 19710 3800 1280
340M 377 309 21 316 248 76370 19710 4050 1280
1 cm4 = 10-8 m = 104 mm
1 in4 = 4.16x105 mm4 = 41.6 cm4
1 cm3 = 10-6 m = 103 mm
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
