CALCULATORS
CALC
REFERENCE
REF
CATALOGUES
CAT
ABOUT
ABOUT

Structural Section Properties for European UPE Channels

Parallel Flange Channel
MASS PER LENGTH
G
kg/m
AREA
A
cm2
DEPTH
h
mm
WIDTH
b
mm
WEB THICK.
tw
mm
FLANGE THICK.
tf
mm
ROOT RADIUS
r
mm
WEB DEPTH
hi
mm
DEPTH B/T FILLETS
d
mm
SEC. MOM. OF AREA
Iy
cm4
RAD. OF GYRATION
iy
cm
ELASTIC MODULUS
Wel,y
cm3
PLASTIC MODULUS
Wpl,y
cm3
SHEAR AREA
Avz
cm2
SEC. MOM. OF AREA
Iz
cm4
RAD. OF GYRATION
iz
cm
ELASTIC MODULUS
Wel,z
cm3
PLASTIC MODULUS
Wpl,z
cm3
TORSION CONST.
It
cm4
WARPING CONST.
Iw
dm6
SURF. AREA PER L
AL
m2
SURF. AREA PER G
AG
m2/t
UPE 80 7.9 10.1 80 50 4 7 10 66 46 107 3.26 26.8 31.2 4.05 25.5 1.59 8 13.94 1.47 0.00022 0.343 43.45
UPE 100 9.8 12.5 100 55 4.5 7.5 10 85 65 207 4.07 41.4 48 5.34 38.3 1.75 10.6 18.88 2.01 0.00053 0.402 41
UPE 120 12.1 15.4 120 60 5 8 12 104 80 364 4.86 60.6 70.3 7.18 55.5 1.9 13.8 24.8 2.9 0.00112 0.46 37.98
UPE 140 14.5 18.4 140 65 5 9 12 122 98 600 5.71 85.6 98.8 8.25 78.8 2.07 18.2 32.58 4.05 0.0022 0.52 35.95
UPE 160 17 21.7 160 70 5.5 9.5 12 141 117 911 6.48 114 132 10 107 2.22 22.6 40.72 5.2 0.00396 0.579 34.01
UPE 180 19.7 25.1 180 75 5.5 10.5 12 159 135 1350 7.34 150 173 11.2 144 2.39 28.6 51.47 6.99 0.00681 0.639 32.4
UPE 200 22.8 29 200 80 6 11 13 178 152 1910 8.11 191 220 13.5 187 2.54 34.5 62.2 8.89 0.011 0.697 30.6
UPE 220 26.6 33.9 220 85 6.5 12 13 196 170 2680 8.9 244 281 15.8 247 2.7 42.5 76.88 12.1 0.0176 0.756 28.43
UPE 240 30.2 38.5 240 90 7 12.5 15 215 185 3600 9.67 300 347 18.8 311 2.84 50.1 90.84 15.1 0.0264 0.813 26.89
UPE 270 35.2 44.8 270 95 7.5 13.5 15 243 213 5250 10.8 389 451 22.2 401 2.99 60.7 110.2 19.9 0.0436 0.892 25.34
UPE 300 44.4 56.6 300 100 9.5 15 15 270 240 7820 11.8 522 613 30.3 538 3.08 75.6 140.1 31.5 0.0727 0.968 21.78
UPE 330 53.2 67.8 330 105 11 16 18 298 262 11010 12.7 667 792 38.8 681 3.17 89.7 161.7 45.2 0.112 1.043 19.6
UPE 360 61.2 77.9 360 110 12 17 18 326 290 14830 13.8 824 982 45.6 844 3.29 105 189.2 58.5 0.166 1.121 18.32
UPE 400 72.2 91.9 400 115 13.5 18 18 364 328 20980 15.1 1050 1260 56.2 1045 3.37 123 220.8 79.1 0.259 1.218 16.87