Universal Columns

United Kingdom · BS 4-1 / BS EN 10365

Universal Columns (UC) are hot-rolled steel I-sections whose flange width is close to their depth, giving a roughly square profile. That balance produces similar stiffness about both axes, which is what a compression member needs to resist buckling in any direction.

UCs are used as columns and posts, and as beams where lateral stability or minor-axis capacity matters more than raw bending efficiency. For pure bending where depth is available, a Universal Beam carries more load per kilogram.

Reading the size: A UC is named by nominal depth then mass per metre: "310UC96.8" is about 310 mm deep and weighs 96.8 kg/m.

Properties are indicative - verify against the governing standard before professional use.

Universal Columns sizes (31)

Designation Profile Mass
kg/m
Depth
mm
Width
mm
tw
mm
tf
mm
Area
mm²
Ix
mm⁴
Zx
mm³
Sx
mm³
UC 152x152x23
23 152.4 152.2 5.8 6.8 2,920 12,500,000 164,000 182,000
UC 152x152x30
30 157.6 152.9 6.5 9.4 3,830 17,500,000 222,000 248,000
UC 152x152x37
37 161.8 154.4 8 11.5 4,710 22,100,000 273,000 309,000
UC 203x203x46
46.1 203.2 203.6 7.2 11 5,870 45,700,000 450,000 497,000
UC 203x203x52
52 206.2 204.3 7.9 12.5 6,630 52,600,000 510,000 567,000
UC 203x203x60
60 209.6 205.8 9.4 14.2 7,640 61,200,000 584,000 656,000
UC 203x203x71
71 215.8 206.4 10 17.3 9,040 76,200,000 706,000 799,000
UC 254x254x73
73.1 254.1 254.6 8.6 14.2 9,310 114,000,000 898,000 992,000
UC 203x203x86
86.1 222.2 209.1 12.7 20.5 11,000 94,500,000 850,000 977,000
UC 254x254x89
88.9 260.3 256.3 10.3 17.3 11,300 143,000,000 1,100,000 1,220,000
UC 305x305x97
96.9 307.9 305.3 9.9 15.4 12,300 222,000,000 1,450,000 1,590,000
UC 254x254x107
107.1 266.7 258.8 12.8 20.5 13,600 175,000,000 1,310,000 1,480,000
UC 305x305x118
117.9 314.5 307.4 12 18.7 15,000 277,000,000 1,760,000 1,960,000
UC 356x368x129
129 355.6 368.6 10.4 17.5 16,400 402,000,000 2,260,000 2,480,000
UC 254x254x132
132 276.3 261.3 15.3 25.3 16,800 225,000,000 1,630,000 1,870,000
UC 305x305x137
136.9 320.5 309.2 13.8 21.7 17,400 328,000,000 2,050,000 2,300,000
UC 356x368x153
152.9 362 370.5 12.3 20.7 19,500 486,000,000 2,680,000 2,960,000
UC 305x305x158
158.1 327.1 311.2 15.8 25 20,100 387,000,000 2,370,000 2,680,000
UC 254x254x167
167.1 289.1 265.2 19.2 31.7 21,300 300,000,000 2,080,000 2,420,000
UC 356x368x177
177 368.2 372.6 14.4 23.8 22,600 571,000,000 3,100,000 3,460,000
UC 305x305x198
198.1 339.9 314.5 19.1 31.4 25,200 509,000,000 3,000,000 3,440,000
UC 356x368x202
201.9 374.6 374.7 16.5 27 25,700 663,000,000 3,540,000 3,970,000
UC 356x406x235
235.1 381 394.8 18.4 30.2 29,900 791,000,000 4,150,000 4,690,000
UC 305x305x240
240 352.5 318.4 23 37.7 30,600 642,000,000 3,640,000 4,250,000
UC 305x305x283
282.9 365.3 322.2 26.8 44.1 36,000 789,000,000 4,320,000 5,110,000
UC 356x406x287
287.1 393.6 399 22.6 36.5 36,600 999,000,000 5,070,000 5,810,000
UC 356x406x340
339.9 406.4 403 26.6 42.9 43,300 1,230,000,000 6,030,000 7,000,000
UC 356x406x393
393 419 407 30.6 49.2 50,100 1,470,000,000 7,000,000 8,220,000
UC 356x406x467
467 436.6 412.2 35.8 58 59,500 1,830,000,000 8,380,000 10,000,000
UC 356x406x551
551 455.6 418.5 42.1 67.5 70,200 2,270,000,000 9,960,000 12,100,000
UC 356x406x634
633.9 474.6 424 47.6 77 80,800 2,750,000,000 11,600,000 14,200,000

tw web thickness · tf flange thickness · Ix second moment of area · Zx elastic / Sx plastic section modulus, major axis. Open any size for the full table, an SI / imperial toggle and a scaled cross-section.

Frequently asked

What is a Universal Column?
A Universal Column (UC) is a hot-rolled steel I-section with flange width close to its depth, giving balanced major- and minor-axis stiffness suited to axial compression. It is the standard column section.
Can a Universal Column be used as a beam?
Yes. A UC works well as a beam where lateral-torsional stability or minor-axis bending matters, though a Universal Beam of the same mass carries more major-axis bending where depth is available.
Why are UCs roughly square?
Near-equal depth and width give similar stiffness about both axes, so the column resists buckling about its weak axis nearly as well as its strong axis - the controlling case for compression members.
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