UPE PROFILE PARALLEL FLANGE CHANNEL SIZES AND SECTION PROPERTIES CHART

UPE profile parallel flanges channels sizes dimensions section properties chart for hot-rolled metric steel channels with a height, h, of 80 mm to 400 mm, made of steel grades mentioned in standard DIN 1026-2. All dimensions are in mm.

UPE profile parallel flanges channels sizes
Sizes, dimensions and mass parameters for steel channels with parallel flanges
Desig-
nation
Dimnesions in mm Area,
A, cm2
Mass
kg/m
Surface
area in
m2/m
h b s t r1
UPE 80 80 50 4 7 10 10.1 7.90 0.343
UPE 100 100 55 4.5 7.5 10 12.5 9.82 0.402
UPE 120 120 60 5 8 12 15.4 12.1 0.460
UPE 140 140 65 5 9 12 18.4 14.5 0.520
UPE 160 160 70 5.5 9.5 12 21.7 17.0 0.579
UPE 180 180 75 5.5 10.5 12 25.1 19.7 0.639
UPE 200 200 80 6 11 13 29.0 22.8 0.697
UPE 220 220 85 6.5 12 13 33.9 26.6 0.756
UPE 240 240 90 7 12.5 15 38.5 30.2 0.813
UPE 270 270 95 7.5 13.5 15 44.8 35.2 0.892
UPE 300 300 100 9.5 15 15 56.6 44.4 0.968
UPE 330 330 105 11 16 18 67.8 53.2 1.043
UPE 360 360 110 12 17 18 77.9 61.2 1.121
UPE 400 400 115 13.5 18 18 91.9 72.2 1.218

Section properties for steel channels with parallel flanges
Desig-
nation
Axis X-X Axis Y-Y SX
cm3
sX
cm
ey
cm
y-y
xM
cm
Jx,
cm4
Wx,
cm3
ix,
cm
Jy,
cm4
Wy,
cm3
iy,
cm
UPE 80 107 26.8 3.26 25.5 8.0 1.59 15.6 6.87 1.82 3.71
UPE 100 207 41.4 4.07 38.3 10.6 1.75 24.0 8.62 1.91 3.93
UPE 120  364 60.6 4.86 55.5 13.8 1.90 35.2 10.3 1.98 4.12
UPE 140 600 85.6 5.71 78.8 18.2 2.07 49.4 12.1 2.17 4.54
UPE 160 911 114 6.48 107 22.6 2.22 65.8 13.9 2.27 4.76
UPE 180 1350 150 7.34 144 28.6 2.39 86.5 15.7 2.47 5.19
UPE 200 1910 191 8.11 187 34.5 2.54 110 17.4 2.56 5.41
UPE 220 2680 244 8.90 247 42.5 2.70 141 19.1 2.70 5.70
UPE 240 3600 300 9.67 311 50.1 2.84 173 20.8 2.79 5.91
UPE 270 5250 389 10.8 401 60.7 2.99 226 23.3 2.89 6.14
UPE 300 7820 522 11.8 538 75.6 3.08 307 25.5 2.89 6.03
UPE 330 11010 667 12.7 682 89.7 3.17 396 27.8 2.90 6.00
UPE 360 14830 824 13.8 844 105 3.29 491 30.2 2.97 6.12
UPE 400 20980 1050 15.1 1050 123 3.37 631 33.2 2.98 6.06

Notes:

  • J = moment of inertia; W = section modulus; i = radius of gyration;
  • Sx = moment of first order of half the cross section;
  • sX = JX/SX= Distance between centres of compression and tension
  • xM = distance of shear centre (M) from y-y axis

Reference:

  • DIN 1026-2:2002 - Hot-rolled steel channels with parallel flanges Part 2: Dimensions, mass and static parameters