133x102 TEE-UB — Sizes, Dimensions & Properties
2 sizes in the 133x102 serial size group. All dimensions in mm, section properties in cm units.
| Designation | Mass (kg/m) | Cut From | h (mm) | b (mm) | A (cm2) | Ixx (cm4) | Iyy (cm4) |
|---|---|---|---|---|---|---|---|
| 133x102x15 | 15 | 203x133x30 UB | 103.3 | 133.9 | 19.1 | 154 | 192 |
| 133x102x13 | 12.5 | 203x133x25 UB | 101.5 | 133.2 | 16 | 131 | 154 |
133x102x15 TEE-UB
- Designation
- 133x102x15
- Cut From
- 203x133x30 UB
- Mass per Metre
- 15 kg/m
- Depth of Section (h)
- 103.3 mm
- Width of Section (b)
- 133.9 mm
- Web Thickness (tw)
- 6.4 mm
- Flange Thickness (tf)
- 9.6 mm
- Root Radius (r)
- 7.6 mm
- Cross-Sectional Area
- 19.1 cm2
- Second Moment of Area Ixx
- 154 cm4
- Second Moment of Area Iyy
- 192 cm4
- Elastic Modulus Zxx (Flange)
- 73.1 cm3
- Elastic Modulus Zxx (Toe)
- 18.8 cm3
- Elastic Modulus Zyy
- 28.7 cm3
- Plastic Modulus Sxx
- 33.5 cm3
- Plastic Modulus Syy
- 44.1 cm3
- Radius of Gyration rxx
- 2.84 cm
- Radius of Gyration ryy
- 3.17 cm
- Centroid Distance cy
- 2.11 cm
133x102x13 TEE-UB
- Designation
- 133x102x13
- Cut From
- 203x133x25 UB
- Mass per Metre
- 12.5 kg/m
- Depth of Section (h)
- 101.5 mm
- Width of Section (b)
- 133.2 mm
- Web Thickness (tw)
- 5.7 mm
- Flange Thickness (tf)
- 7.8 mm
- Root Radius (r)
- 7.6 mm
- Cross-Sectional Area
- 16 cm2
- Second Moment of Area Ixx
- 131 cm4
- Second Moment of Area Iyy
- 154 cm4
- Elastic Modulus Zxx (Flange)
- 62.4 cm3
- Elastic Modulus Zxx (Toe)
- 16.2 cm3
- Elastic Modulus Zyy
- 23.1 cm3
- Plastic Modulus Sxx
- 28.7 cm3
- Plastic Modulus Syy
- 35.5 cm3
- Radius of Gyration rxx
- 2.86 cm
- Radius of Gyration ryy
- 3.1 cm
- Centroid Distance cy
- 2.1 cm
133x102 TEE-UB — Overview
The 133x102 serial size group contains 2 sections, ranging from 12.5 kg/m to 15 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.