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Steel section tables · 06 / 08

Square Hollow Section (SHS) Sizes

Square hollow sections (SHS) are square tubes. They are used for columns, posts, frames, balustrade posts and canopies. Sizes are written outside size × outside size × wall thickness. This table covers hot-finished sections.

123 sizes · 40 × 40 × 3.2 to 400 × 400 × 17.5 · BS EN 10210-2 (hot-finished)

Square hollow section (SHS) section diagramDimensions: outside size h × b (equal for square sections) and wall thickness t. The cyan square marks the centroid. Hot-finished corner radii are about 1.5t outside and 1.0t inside (EN 10210-2).SHS · Square hollow sectionBS EN 10210-2 · FIG. 06KOYDA · NOT TO SCALExxyyhbt
Fig. 06 · SHSNot to scale

Symbols

Symbol key

Mass
Mass per metre
kg/m
h
Outside size (h = b)
mm
t
Thickness
mm
A
Area of section
cm²
I
Second moment of area
cm⁴
Wel
Elastic section modulus
cm³

Table

Square hollow sections table

Select a column heading to sort. Every row links: add its ID to the address, for example #shs-150x150x12-5.

Square hollow sections (SHS): dimensions and properties, 123 sizes. Values are nominal.
Designationserial sizeMasskg/mhmmtmmAcm²Icm⁴Welcm³
40 × 40 × 3.23.61403.24.610.25.11
40 × 40 × 3.64.01403.65.111.15.54
40 × 40 × 4.04.39404.05.5911.85.91
40 × 40 × 5.05.28405.06.7313.46.68
40 × 40 × 6.36.33406.38.0714.77.34
50 × 50 × 3.24.62503.25.8821.28.49
50 × 50 × 3.65.14503.66.5423.29.27
50 × 50 × 4.05.64504.07.19259.99
50 × 50 × 5.06.85505.08.7328.911.6
50 × 50 × 6.38.31506.310.632.813.1
50 × 50 × 8.010.0508.012.83614.4
60 × 60 × 3.25.62603.27.1638.212.7
60 × 60 × 3.66.27603.67.9841.914
60 × 60 × 4.06.90604.08.7945.415.1
60 × 60 × 5.08.42605.010.753.317.8
60 × 60 × 6.310.3606.313.161.620.5
60 × 60 × 8.012.5608.01669.723.2
70 × 70 × 3.26.63703.28.4462.317.8
70 × 70 × 3.67.40703.69.4268.619.6
70 × 70 × 4.08.15704.010.474.721.3
70 × 70 × 5.09.99705.012.788.525.3
70 × 70 × 6.312.3706.315.610429.7
70 × 70 × 8.015.0708.019.212034.2
70 × 70 × 10.018.07010.022.913338
80 × 80 × 3.27.63803.29.729523.7
80 × 80 × 3.68.53803.610.910526.2
80 × 80 × 4.09.41804.01211428.6
80 × 80 × 5.011.6805.014.713734.2
80 × 80 × 6.314.2806.318.116240.5
80 × 80 × 8.017.5808.022.418947.3
80 × 80 × 10.021.18010.026.921453.5
90 × 90 × 3.69.66903.612.315233.8
90 × 90 × 4.010.7904.013.616637
90 × 90 × 5.013.1905.016.720044.4
90 × 90 × 6.316.2906.320.723853
90 × 90 × 8.020.1908.025.628162.6
90 × 90 × 10.024.39010.030.932271.6
100 × 100 × 3.610.81003.613.721242.3
100 × 100 × 4.011.91004.015.223246.4
100 × 100 × 5.014.71005.018.727955.9
100 × 100 × 6.318.21006.323.233667.1
100 × 100 × 8.022.61008.028.840079.9
100 × 100 × 10.027.410010.034.946292.4
120 × 120 × 4.014.41204.018.441068.4
120 × 120 × 5.017.81205.022.749883
120 × 120 × 6.322.21206.328.2603100
120 × 120 × 8.027.61208.035.2726121
120 × 120 × 10.033.712010.042.9852142
120 × 120 × 12.540.912012.552.1982164
140 × 140 × 5.021.01405.026.7807115
140 × 140 × 6.326.11406.333.3984141
140 × 140 × 8.032.61408.041.61,200171
140 × 140 × 10.040.014010.050.91,420202
140 × 140 × 12.548.714012.562.11,650236
140 × 140 × 14.254.414014.269.31,790256
140 × 140 × 16.060.114016.076.61,920274
150 × 150 × 4.018.21504.023.2821109
150 × 150 × 5.022.61505.028.71,000134
150 × 150 × 6.328.11506.335.81,220163
150 × 150 × 8.035.11508.044.81,490199
150 × 150 × 10.043.115010.054.91,770236
150 × 150 × 12.552.715012.567.12,080277
150 × 150 × 14.258.915014.2752,260302
150 × 150 × 16.065.215016.0832,430324
160 × 160 × 5.024.11605.030.71,220153
160 × 160 × 6.330.11606.338.31,500187
160 × 160 × 8.037.61608.0481,830229
160 × 160 × 10.046.316010.058.92,190273
160 × 160 × 12.556.616012.572.12,580322
160 × 160 × 14.263.316014.280.72,810351
160 × 160 × 16.070.216016.089.43,030379
180 × 180 × 6.334.01806.343.32,170241
180 × 180 × 8.042.71808.054.42,660296
180 × 180 × 10.052.518010.066.93,190355
180 × 180 × 12.564.418012.582.13,790421
180 × 180 × 14.272.218014.2924,150462
180 × 180 × 16.080.218016.01024,500500
200 × 200 × 5.030.42005.038.72,440245
200 × 200 × 6.338.02006.348.43,010301
200 × 200 × 8.047.72008.060.83,710371
200 × 200 × 10.058.820010.074.94,470447
200 × 200 × 12.572.320012.592.15,340534
200 × 200 × 14.281.120014.21035,870587
200 × 200 × 16.090.320016.01156,390639
200 × 200 × 17.597.720017.51246,790679
220 × 220 × 8.052.72208.067.25,000455
220 × 220 × 10.065.122010.082.96,050550
220 × 220 × 12.580.122012.51027,250659
220 × 220 × 14.290.122014.21158,010728
220 × 220 × 16.0100.022016.01288,750795
220 × 220 × 17.5109.022017.51389,320848
250 × 250 × 5.038.32505.048.74,860389
250 × 250 × 6.347.92506.3616,010481
250 × 250 × 8.060.32508.076.87,460596
250 × 250 × 10.074.525010.094.99,060724
250 × 250 × 12.591.925012.511710,900873
250 × 250 × 14.2103.025014.213212,100967
250 × 250 × 16.0115.025016.014713,3001,060
250 × 250 × 17.5125.025017.515914,2001,140
260 × 260 × 10.077.726010.098.910,200788
260 × 260 × 12.595.826012.512212,400951
260 × 260 × 14.2108.026014.213713,7001,060
260 × 260 × 16.0120.026016.015315,1001,160
260 × 260 × 17.5131.026017.516616,1001,240
300 × 300 × 6.357.83006.373.610,500703
300 × 300 × 8.072.83008.092.813,100875
300 × 300 × 10.090.230010.011516,0001,070
300 × 300 × 12.5112.030012.514219,4001,300
300 × 300 × 14.2126.030014.216021,6001,440
300 × 300 × 16.0141.030016.017923,8001,590
300 × 300 × 17.5153.030017.519425,6001,710
350 × 350 × 8.085.43508.010921,1001,210
350 × 350 × 10.0106.035010.013525,9001,480
350 × 350 × 12.5131.035012.516731,5001,800
350 × 350 × 14.2148.035014.218935,2002,010
350 × 350 × 16.0166.035016.021138,9002,220
350 × 350 × 17.5180.035017.522941,9002,400
400 × 400 × 8.097.94008.012531,9001,590
400 × 400 × 10.0122.040010.015539,1001,960
400 × 400 × 12.5151.040012.519247,8002,390
400 × 400 × 14.2170.040014.221753,5002,680
400 × 400 × 16.0191.040016.024359,3002,970
400 × 400 × 17.5208.040017.526464,0003,200

Values are nominal. Reference only: check against current manufacturer data and a structural engineer before design use.

Calculator

Steel weight calculator

Pick a section and size, enter the length and quantity, and get the total weight. Plate and flat bar are worked out from their dimensions at 7,850 kg/m³.

  • Section weight = mass per metre × length × quantity
  • Plate or flat bar weight = length × width × thickness × 7,850 kg/m³ × quantity

A 305 × 165 × 40 UB is 40.3 kg/m, so four 6 m lengths weigh 40.3 × 6 × 4 = 967.2 kg. A 10 mm plate 1,000 × 500 mm weighs 1.0 × 0.5 × 0.01 × 7,850 = 39.25 kg. Weights are nominal and exclude coatings, plates and fittings.

Weight calculatorkg

Questions

Frequently asked questions

What is the difference between hot-finished and cold-formed SHS?

Hot-finished sections (BS EN 10210) are formed hot or fully normalised, with tight corners. Cold-formed sections (BS EN 10219) are formed cold and have larger corner radii, so their area and properties differ for the same size. Do not swap one for the other without checking the design. This table is hot-finished only.

How are SHS sizes written?

Outside size × outside size × wall thickness in millimetres. A 100 × 100 × 5.0 SHS is 100 mm square with a 5 mm wall.

How do I work out the weight of an SHS?

Multiply the mass per metre by the length. A 100 × 100 × 5.0 SHS at 3 m weighs 14.7 × 3 = 44.1 kg.

Why are corner radii not in the table?

They vary slightly between mills. For hot-finished sections the standard uses an outside radius of 1.5t and an inside radius of 1.0t to calculate properties, and we used the same.

Standards

Standards referenced

  • BS 4-1:2005 Structural steel sections. Specification for hot-rolled sections (UB, UC, PFC)
  • BS EN 10365:2017 Hot rolled steel channels, I and H sections. Dimensions and masses
  • BS EN 10056-1:2017 Structural steel equal and unequal leg angles. Dimensions
  • BS EN 10210-2:2019 Hot finished steel structural hollow sections. Tolerances, dimensions and sectional properties
  • BS EN 10219-2:2019 Cold formed welded steel structural hollow sections (not covered by these tables)

Reference only

Reference only. Values are nominal figures for the standard UK section ranges. Check them against current manufacturer data, and have a structural engineer confirm sizes before you use them in design. Koyda Ltd accepts no liability for decisions based on these tables.

Sizes and dimensions are compiled from the standard section ranges and checked against current manufacturer data (British Steel for beams, columns, channels and large angles; Tata Steel Celsius for hollow sections) and independent published tables. We recalculated area, second moment of area and elastic modulus from the nominal dimensions for every size, and show a value only where it matches a published figure. Diagrams and layout are our own.

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