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Universal Columns (UC) per BS EN 10365 Calculator
Section designation =
356 x 406 x 1299
356 x 406 x 1202
356 x 406 x 1086
356 x 406 x 990
356 x 406 x 900
356 x 406 x 818
356 x 406 x 744
356 x 406 x 677
356 x 406 x 634
356 x 406 x 592
356 x 406 x 551
356 x 406 x 509
356 x 406 x 467
356 x 406 x 393
356 x 406 x 340
356 x 406 x 287
356 x 406 x 235
356 x 368 x 202
356 x 368 x 177
356 x 368 x 153
356 x 368 x 129
305 x 305 x 283
305 x 305 x 240
305 x 305 x 198
305 x 305 x 158
305 x 305 x 137
305 x 305 x 118
305 x 305 x 97
254 x 254 x 167
254 x 254 x 132
254 x 254 x 107
254 x 254 x 89
254 x 254 x 73
203 x 203 x 127 *
203 x 203 x 113 *
203 x 203 x 100 *
203 x 203 x 86
203 x 203 x 71
203 x 203 x 60
203 x 203 x 52
203 x 203 x 46
152 x 152 x 51 *
152 x 152 x 44 *
152 x 152 x 37
152 x 152 x 30
152 x 152 x 23
Mass =
kg/m
Depth of section h =
mm
Width of section b =
mm
Web Thickness t
w
=
mm
Flange thickness t
f
=
mm
Root radius =
mm
Depth between fillets =
mm
Ratios for local buckling
web c
w
/ t
w =
-
Flange c
f
/ t
f =
-
Dimensions for detailing
End clearance C =
mm
Notch N =
mm
Notch n =
mm
Surface area
Per metre =
m
2
Per. Tonne =
m
2
Second moment of area
Axis y-y =
cm
4
Axis z-z =
cm
4
Radius of gyration
Axis y-y =
cm
Axis z-z =
cm
Elastic modulus
Axis y-y =
cm
3
Axis z-z =
cm
3
Plastic modulus
Axis y-y =
cm
3
Axis z-z =
cm
3
Properties
Buckling parameter U =
-
Torsional index
X =
-
Warping constant I
w
=
dm
6
Torsional constant I
t
=
cm
4
Area of section A =
cm
2
*These sections are in addition to the range of BS EN 10365 sections
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