250x120 RHS — Sizes, Dimensions & Properties

3 sizes in the 250x120 serial size group. All dimensions in mm, section properties in cm units.

DesignationMass (kg/m)D (mm)B (mm)t (mm)A (cm2)Ixx (cm4)Iyy (cm4)
250x120x10.054.12501201068.95,3101,640
250x120x12.566.425012012.584.66,3301,930
250x120x14.274.525012014.294.96,9602,090

250x120x10.0 RHS

Designation
250x120x10.0
Outside Depth (D)
250 mm
Outside Width (B)
120 mm
Wall Thickness (t)
10 mm
Mass per Metre
54.1 kg/m
Cross-Sectional Area
68.9 cm2
Second Moment of Area Ixx
5,310 cm4
Second Moment of Area Iyy
1,640 cm4
Elastic Modulus Zxx
425 cm3
Elastic Modulus Zyy
273 cm3
Plastic Modulus Sxx
539 cm3
Plastic Modulus Syy
318 cm3
Radius of Gyration rxx
8.78 cm
Radius of Gyration ryy
4.88 cm
Torsional Constant (It)
4,090 cm4
Surface Area per Metre
0.714 m2/m
Surface Area per Tonne
13.2 m2/t

250x120x12.5 RHS

Designation
250x120x12.5
Outside Depth (D)
250 mm
Outside Width (B)
120 mm
Wall Thickness (t)
12.5 mm
Mass per Metre
66.4 kg/m
Cross-Sectional Area
84.6 cm2
Second Moment of Area Ixx
6,330 cm4
Second Moment of Area Iyy
1,930 cm4
Elastic Modulus Zxx
506 cm3
Elastic Modulus Zyy
321 cm3
Plastic Modulus Sxx
651 cm3
Plastic Modulus Syy
381 cm3
Radius of Gyration rxx
8.65 cm
Radius of Gyration ryy
4.77 cm
Torsional Constant (It)
4,880 cm4
Surface Area per Metre
0.708 m2/m
Surface Area per Tonne
10.7 m2/t

250x120x14.2 RHS

Designation
250x120x14.2
Outside Depth (D)
250 mm
Outside Width (B)
120 mm
Wall Thickness (t)
14.2 mm
Mass per Metre
74.5 kg/m
Cross-Sectional Area
94.9 cm2
Second Moment of Area Ixx
6,960 cm4
Second Moment of Area Iyy
2,090 cm4
Elastic Modulus Zxx
556 cm3
Elastic Modulus Zyy
349 cm3
Plastic Modulus Sxx
722 cm3
Plastic Modulus Syy
421 cm3
Radius of Gyration rxx
8.56 cm
Radius of Gyration ryy
4.7 cm
Torsional Constant (It)
5,360 cm4
Surface Area per Metre
0.703 m2/m
Surface Area per Tonne
9.4 m2/t

250x120 RHS — Overview

The 250x120 serial size group contains 3 sections, ranging from 74.5 kg/m to 54.1 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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