60x60 SHS — Sizes, Dimensions & Properties

9 sizes in the 60x60 serial size group. All dimensions in mm, section properties in cm units.

DesignationMass (kg/m)D (mm)t (mm)A (cm2)I (cm4)Z (cm3)S (cm3)r (cm)
60x60x2.54.46602.55.6831.110.412.22.34
60x60x3.05.296036.7436.212.114.32.32
60x60x3.25.62603.27.1638.212.715.22.31
60x60x3.66.27603.67.9841.91416.82.29
60x60x4.06.96048.7945.415.118.32.27
60x60x5.08.4260510.753.317.821.92.23
60x60x6.09.8760612.659.92025.12.18
60x60x6.310.3606.313.161.620.5262.17
60x60x8.012.56081669.723.230.42.09

60x60x2.5 SHS

Designation
60x60x2.5
Outside Dimension (D)
60 mm
Wall Thickness (t)
2.5 mm
Mass per Metre
4.46 kg/m
Cross-Sectional Area
5.68 cm2
Second Moment of Area I
31.1 cm4
Elastic Modulus Z
10.4 cm3
Plastic Modulus S
12.2 cm3
Radius of Gyration r
2.34 cm
Torsional Constant (It)
48.5 cm4
Surface Area per Metre
0.234 m2/m
Surface Area per Tonne
52.5 m2/t

60x60x3.0 SHS

Designation
60x60x3.0
Outside Dimension (D)
60 mm
Wall Thickness (t)
3 mm
Mass per Metre
5.29 kg/m
Cross-Sectional Area
6.74 cm2
Second Moment of Area I
36.2 cm4
Elastic Modulus Z
12.1 cm3
Plastic Modulus S
14.3 cm3
Radius of Gyration r
2.32 cm
Torsional Constant (It)
56.9 cm4
Surface Area per Metre
0.232 m2/m
Surface Area per Tonne
43.9 m2/t

60x60x3.2 SHS

Designation
60x60x3.2
Outside Dimension (D)
60 mm
Wall Thickness (t)
3.2 mm
Mass per Metre
5.62 kg/m
Cross-Sectional Area
7.16 cm2
Second Moment of Area I
38.2 cm4
Elastic Modulus Z
12.7 cm3
Plastic Modulus S
15.2 cm3
Radius of Gyration r
2.31 cm
Torsional Constant (It)
60.2 cm4
Surface Area per Metre
0.232 m2/m
Surface Area per Tonne
41.3 m2/t

60x60x3.6 SHS

Designation
60x60x3.6
Outside Dimension (D)
60 mm
Wall Thickness (t)
3.6 mm
Mass per Metre
6.27 kg/m
Cross-Sectional Area
7.98 cm2
Second Moment of Area I
41.9 cm4
Elastic Modulus Z
14 cm3
Plastic Modulus S
16.8 cm3
Radius of Gyration r
2.29 cm
Torsional Constant (It)
66.5 cm4
Surface Area per Metre
0.231 m2/m
Surface Area per Tonne
36.8 m2/t

60x60x4.0 SHS

Designation
60x60x4.0
Outside Dimension (D)
60 mm
Wall Thickness (t)
4 mm
Mass per Metre
6.9 kg/m
Cross-Sectional Area
8.79 cm2
Second Moment of Area I
45.4 cm4
Elastic Modulus Z
15.1 cm3
Plastic Modulus S
18.3 cm3
Radius of Gyration r
2.27 cm
Torsional Constant (It)
72.5 cm4
Surface Area per Metre
0.23 m2/m
Surface Area per Tonne
33.3 m2/t

60x60x5.0 SHS

Designation
60x60x5.0
Outside Dimension (D)
60 mm
Wall Thickness (t)
5 mm
Mass per Metre
8.42 kg/m
Cross-Sectional Area
10.7 cm2
Second Moment of Area I
53.3 cm4
Elastic Modulus Z
17.8 cm3
Plastic Modulus S
21.9 cm3
Radius of Gyration r
2.23 cm
Torsional Constant (It)
86.4 cm4
Surface Area per Metre
0.227 m2/m
Surface Area per Tonne
27 m2/t

60x60x6.0 SHS

Designation
60x60x6.0
Outside Dimension (D)
60 mm
Wall Thickness (t)
6 mm
Mass per Metre
9.87 kg/m
Cross-Sectional Area
12.6 cm2
Second Moment of Area I
59.9 cm4
Elastic Modulus Z
20 cm3
Plastic Modulus S
25.1 cm3
Radius of Gyration r
2.18 cm
Torsional Constant (It)
98.6 cm4
Surface Area per Metre
0.225 m2/m
Surface Area per Tonne
22.8 m2/t

60x60x6.3 SHS

Designation
60x60x6.3
Outside Dimension (D)
60 mm
Wall Thickness (t)
6.3 mm
Mass per Metre
10.3 kg/m
Cross-Sectional Area
13.1 cm2
Second Moment of Area I
61.6 cm4
Elastic Modulus Z
20.5 cm3
Plastic Modulus S
26 cm3
Radius of Gyration r
2.17 cm
Torsional Constant (It)
102 cm4
Surface Area per Metre
0.224 m2/m
Surface Area per Tonne
21.7 m2/t

60x60x8.0 SHS

Designation
60x60x8.0
Outside Dimension (D)
60 mm
Wall Thickness (t)
8 mm
Mass per Metre
12.5 kg/m
Cross-Sectional Area
16 cm2
Second Moment of Area I
69.7 cm4
Elastic Modulus Z
23.2 cm3
Plastic Modulus S
30.4 cm3
Radius of Gyration r
2.09 cm
Torsional Constant (It)
118 cm4
Surface Area per Metre
0.219 m2/m
Surface Area per Tonne
17.5 m2/t

60x60 SHS — Overview

The 60x60 serial size group contains 9 sections, ranging from 12.5 kg/m to 4.46 kg/m. All sections in this group share the same nominal depth and width but differ in web and flange thickness, which affects the weight and structural capacity.

Section properties are sourced from the Tata Steel Blue Book / SCI P363. For structural design to BS EN 1993-1-1 (Eurocode 3), use these properties with the appropriate partial factors from the UK National Annex.

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Section properties from Tata Steel Blue Book / SCI P363 / BS 4-1:2005.

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