250x150 RHS — Sizes, Dimensions & Properties
9 sizes in the 250x150 serial size group. All dimensions in mm, section properties in cm units.
| Designation | Mass (kg/m) | D (mm) | B (mm) | t (mm) | A (cm2) | Ixx (cm4) | Iyy (cm4) |
|---|---|---|---|---|---|---|---|
| 250x150x5.0 | 30.4 | 250 | 150 | 5 | 38.7 | 3,360 | 1,527 |
| 250x150x6.0 | 36.2 | 250 | 150 | 6 | 46.2 | 3,965 | 1,796 |
| 250x150x6.3 | 38 | 250 | 150 | 6.3 | 48.4 | 4,143 | 1,874 |
| 250x150x8.0 | 47.7 | 250 | 150 | 8 | 60.8 | 5,111 | 2,298 |
| 250x150x10.0 | 58.8 | 250 | 150 | 10 | 74.9 | 6,174 | 2,755 |
| 250x150x12.0 | 69.6 | 250 | 150 | 12 | 88.7 | 7,154 | 3,168 |
| 250x150x12.5 | 72.3 | 250 | 150 | 12.5 | 92.1 | 7,387 | 3,265 |
| 250x150x14.2 | 81.1 | 250 | 150 | 14.2 | 103 | 8,140 | 3,580 |
| 250x150x16.0 | 90.3 | 250 | 150 | 16 | 115 | 8,879 | 3,873 |
250x150x5.0 RHS
- Designation
- 250x150x5.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 5 mm
- Mass per Metre
- 30.4 kg/m
- Cross-Sectional Area
- 38.7 cm2
- Second Moment of Area Ixx
- 3,360 cm4
- Second Moment of Area Iyy
- 1,527 cm4
- Elastic Modulus Zxx
- 269 cm3
- Elastic Modulus Zyy
- 204 cm3
- Plastic Modulus Sxx
- 324 cm3
- Plastic Modulus Syy
- 228 cm3
- Radius of Gyration rxx
- 9.31 cm
- Radius of Gyration ryy
- 6.28 cm
- Torsional Constant (It)
- 3,278 cm4
- Surface Area per Metre
- 0.787 m2/m
- Surface Area per Tonne
- 25.9 m2/t
250x150x6.0 RHS
- Designation
- 250x150x6.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 6 mm
- Mass per Metre
- 36.2 kg/m
- Cross-Sectional Area
- 46.2 cm2
- Second Moment of Area Ixx
- 3,965 cm4
- Second Moment of Area Iyy
- 1,796 cm4
- Elastic Modulus Zxx
- 317 cm3
- Elastic Modulus Zyy
- 239 cm3
- Plastic Modulus Sxx
- 385 cm3
- Plastic Modulus Syy
- 270 cm3
- Radius of Gyration rxx
- 9.27 cm
- Radius of Gyration ryy
- 6.24 cm
- Torsional Constant (It)
- 3,877 cm4
- Surface Area per Metre
- 0.785 m2/m
- Surface Area per Tonne
- 21.7 m2/t
250x150x6.3 RHS
- Designation
- 250x150x6.3
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 6.3 mm
- Mass per Metre
- 38 kg/m
- Cross-Sectional Area
- 48.4 cm2
- Second Moment of Area Ixx
- 4,143 cm4
- Second Moment of Area Iyy
- 1,874 cm4
- Elastic Modulus Zxx
- 331 cm3
- Elastic Modulus Zyy
- 250 cm3
- Plastic Modulus Sxx
- 402 cm3
- Plastic Modulus Syy
- 283 cm3
- Radius of Gyration rxx
- 9.25 cm
- Radius of Gyration ryy
- 6.22 cm
- Torsional Constant (It)
- 4,054 cm4
- Surface Area per Metre
- 0.784 m2/m
- Surface Area per Tonne
- 20.6 m2/t
250x150x8.0 RHS
- Designation
- 250x150x8.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 8 mm
- Mass per Metre
- 47.7 kg/m
- Cross-Sectional Area
- 60.8 cm2
- Second Moment of Area Ixx
- 5,111 cm4
- Second Moment of Area Iyy
- 2,298 cm4
- Elastic Modulus Zxx
- 409 cm3
- Elastic Modulus Zyy
- 306 cm3
- Plastic Modulus Sxx
- 501 cm3
- Plastic Modulus Syy
- 350 cm3
- Radius of Gyration rxx
- 9.17 cm
- Radius of Gyration ryy
- 6.15 cm
- Torsional Constant (It)
- 5,021 cm4
- Surface Area per Metre
- 0.779 m2/m
- Surface Area per Tonne
- 16.3 m2/t
250x150x10.0 RHS
- Designation
- 250x150x10.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 10 mm
- Mass per Metre
- 58.8 kg/m
- Cross-Sectional Area
- 74.9 cm2
- Second Moment of Area Ixx
- 6,174 cm4
- Second Moment of Area Iyy
- 2,755 cm4
- Elastic Modulus Zxx
- 494 cm3
- Elastic Modulus Zyy
- 367 cm3
- Plastic Modulus Sxx
- 611 cm3
- Plastic Modulus Syy
- 426 cm3
- Radius of Gyration rxx
- 9.08 cm
- Radius of Gyration ryy
- 6.06 cm
- Torsional Constant (It)
- 6,090 cm4
- Surface Area per Metre
- 0.774 m2/m
- Surface Area per Tonne
- 13.1 m2/t
250x150x12.0 RHS
- Designation
- 250x150x12.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 12 mm
- Mass per Metre
- 69.6 kg/m
- Cross-Sectional Area
- 88.7 cm2
- Second Moment of Area Ixx
- 7,154 cm4
- Second Moment of Area Iyy
- 3,168 cm4
- Elastic Modulus Zxx
- 572 cm3
- Elastic Modulus Zyy
- 422 cm3
- Plastic Modulus Sxx
- 715 cm3
- Plastic Modulus Syy
- 497 cm3
- Radius of Gyration rxx
- 8.98 cm
- Radius of Gyration ryy
- 5.98 cm
- Torsional Constant (It)
- 7,088 cm4
- Surface Area per Metre
- 0.769 m2/m
- Surface Area per Tonne
- 11 m2/t
250x150x12.5 RHS
- Designation
- 250x150x12.5
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 12.5 mm
- Mass per Metre
- 72.3 kg/m
- Cross-Sectional Area
- 92.1 cm2
- Second Moment of Area Ixx
- 7,387 cm4
- Second Moment of Area Iyy
- 3,265 cm4
- Elastic Modulus Zxx
- 591 cm3
- Elastic Modulus Zyy
- 435 cm3
- Plastic Modulus Sxx
- 740 cm3
- Plastic Modulus Syy
- 514 cm3
- Radius of Gyration rxx
- 8.96 cm
- Radius of Gyration ryy
- 5.96 cm
- Torsional Constant (It)
- 7,326 cm4
- Surface Area per Metre
- 0.768 m2/m
- Surface Area per Tonne
- 10.6 m2/t
250x150x14.2 RHS
- Designation
- 250x150x14.2
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 14.2 mm
- Mass per Metre
- 81.1 kg/m
- Cross-Sectional Area
- 103 cm2
- Second Moment of Area Ixx
- 8,140 cm4
- Second Moment of Area Iyy
- 3,580 cm4
- Elastic Modulus Zxx
- 651 cm3
- Elastic Modulus Zyy
- 477 cm3
- Plastic Modulus Sxx
- 823 cm3
- Plastic Modulus Syy
- 570 cm3
- Radius of Gyration rxx
- 8.87 cm
- Radius of Gyration ryy
- 5.88 cm
- Torsional Constant (It)
- 8,100 cm4
- Surface Area per Metre
- 0.763 m2/m
- Surface Area per Tonne
- 9.4 m2/t
250x150x16.0 RHS
- Designation
- 250x150x16.0
- Outside Depth (D)
- 250 mm
- Outside Width (B)
- 150 mm
- Wall Thickness (t)
- 16 mm
- Mass per Metre
- 90.3 kg/m
- Cross-Sectional Area
- 115 cm2
- Second Moment of Area Ixx
- 8,879 cm4
- Second Moment of Area Iyy
- 3,873 cm4
- Elastic Modulus Zxx
- 710 cm3
- Elastic Modulus Zyy
- 516 cm3
- Plastic Modulus Sxx
- 906 cm3
- Plastic Modulus Syy
- 625 cm3
- Radius of Gyration rxx
- 8.79 cm
- Radius of Gyration ryy
- 5.8 cm
- Torsional Constant (It)
- 8,868 cm4
- Surface Area per Metre
- 0.759 m2/m
- Surface Area per Tonne
- 8.4 m2/t
250x150 RHS — Overview
The 250x150 serial size group contains 9 sections, ranging from 90.3 kg/m to 30.4 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.