210x267 TEE-UB — Sizes, Dimensions & Properties

6 sizes in the 210x267 serial size group. All dimensions in mm, section properties in cm units.

DesignationMass (kg/m)Cut Fromh (mm)b (mm)A (cm2)Ixx (cm4)Iyy (cm4)
210x267x6969.1533x210x138 UB274.5213.988.15,9901,930
210x267x6161533x210x122 UB272.2211.977.75,1601,690
210x267x5554.5533x210x109 UB269.7210.869.44,6001,470
210x267x5150.5533x210x101 UB268.321064.34,2501,350
210x267x4646533x210x92 UB266.5209.358.73,8801,190
210x267x4141.1533x210x82 UB264.1208.852.33,5301,000

210x267x69 TEE-UB

Designation
210x267x69
Cut From
533x210x138 UB
Mass per Metre
69.1 kg/m
Depth of Section (h)
274.5 mm
Width of Section (b)
213.9 mm
Web Thickness (tw)
14.7 mm
Flange Thickness (tf)
23.6 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
88.1 cm2
Second Moment of Area Ixx
5,990 cm4
Second Moment of Area Iyy
1,930 cm4
Elastic Modulus Zxx (Flange)
862 cm3
Elastic Modulus Zxx (Toe)
292 cm3
Elastic Modulus Zyy
181 cm3
Plastic Modulus Sxx
520 cm3
Plastic Modulus Syy
284 cm3
Radius of Gyration rxx
8.24 cm
Radius of Gyration ryy
4.68 cm
Centroid Distance cy
6.94 cm

210x267x61 TEE-UB

Designation
210x267x61
Cut From
533x210x122 UB
Mass per Metre
61 kg/m
Depth of Section (h)
272.2 mm
Width of Section (b)
211.9 mm
Web Thickness (tw)
12.7 mm
Flange Thickness (tf)
21.3 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
77.7 cm2
Second Moment of Area Ixx
5,160 cm4
Second Moment of Area Iyy
1,690 cm4
Elastic Modulus Zxx (Flange)
775 cm3
Elastic Modulus Zxx (Toe)
251 cm3
Elastic Modulus Zyy
160 cm3
Plastic Modulus Sxx
446 cm3
Plastic Modulus Syy
250 cm3
Radius of Gyration rxx
8.15 cm
Radius of Gyration ryy
4.67 cm
Centroid Distance cy
6.66 cm

210x267x55 TEE-UB

Designation
210x267x55
Cut From
533x210x109 UB
Mass per Metre
54.5 kg/m
Depth of Section (h)
269.7 mm
Width of Section (b)
210.8 mm
Web Thickness (tw)
11.6 mm
Flange Thickness (tf)
18.8 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
69.4 cm2
Second Moment of Area Ixx
4,600 cm4
Second Moment of Area Iyy
1,470 cm4
Elastic Modulus Zxx (Flange)
697 cm3
Elastic Modulus Zxx (Toe)
226 cm3
Elastic Modulus Zyy
140 cm3
Plastic Modulus Sxx
401 cm3
Plastic Modulus Syy
218 cm3
Radius of Gyration rxx
8.14 cm
Radius of Gyration ryy
4.6 cm
Centroid Distance cy
6.61 cm

210x267x51 TEE-UB

Designation
210x267x51
Cut From
533x210x101 UB
Mass per Metre
50.5 kg/m
Depth of Section (h)
268.3 mm
Width of Section (b)
210 mm
Web Thickness (tw)
10.8 mm
Flange Thickness (tf)
17.4 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
64.3 cm2
Second Moment of Area Ixx
4,250 cm4
Second Moment of Area Iyy
1,350 cm4
Elastic Modulus Zxx (Flange)
650 cm3
Elastic Modulus Zxx (Toe)
209 cm3
Elastic Modulus Zyy
128 cm3
Plastic Modulus Sxx
371 cm3
Plastic Modulus Syy
200 cm3
Radius of Gyration rxx
8.12 cm
Radius of Gyration ryy
4.57 cm
Centroid Distance cy
6.53 cm

210x267x46 TEE-UB

Designation
210x267x46
Cut From
533x210x92 UB
Mass per Metre
46 kg/m
Depth of Section (h)
266.5 mm
Width of Section (b)
209.3 mm
Web Thickness (tw)
10.1 mm
Flange Thickness (tf)
15.6 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
58.7 cm2
Second Moment of Area Ixx
3,880 cm4
Second Moment of Area Iyy
1,190 cm4
Elastic Modulus Zxx (Flange)
593 cm3
Elastic Modulus Zxx (Toe)
193 cm3
Elastic Modulus Zyy
114 cm3
Plastic Modulus Sxx
343 cm3
Plastic Modulus Syy
178 cm3
Radius of Gyration rxx
8.14 cm
Radius of Gyration ryy
4.51 cm
Centroid Distance cy
6.55 cm

210x267x41 TEE-UB

Designation
210x267x41
Cut From
533x210x82 UB
Mass per Metre
41.1 kg/m
Depth of Section (h)
264.1 mm
Width of Section (b)
208.8 mm
Web Thickness (tw)
9.6 mm
Flange Thickness (tf)
13.2 mm
Root Radius (r)
12.7 mm
Cross-Sectional Area
52.3 cm2
Second Moment of Area Ixx
3,530 cm4
Second Moment of Area Iyy
1,000 cm4
Elastic Modulus Zxx (Flange)
523 cm3
Elastic Modulus Zxx (Toe)
179 cm3
Elastic Modulus Zyy
96.1 cm3
Plastic Modulus Sxx
320 cm3
Plastic Modulus Syy
150 cm3
Radius of Gyration rxx
8.21 cm
Radius of Gyration ryy
4.38 cm
Centroid Distance cy
6.75 cm

210x267 TEE-UB — Overview

The 210x267 serial size group contains 6 sections, ranging from 41.1 kg/m to 69.1 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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