356x127 UB — Sizes, Dimensions & Properties

2 sizes in the 356x127 serial size group. All dimensions in mm, section properties in cm units.

DesignationMass (kg/m)h (mm)b (mm)tw (mm)tf (mm)A (cm2)Ixx (cm4)Iyy (cm4)Zxx (cm3)Sxx (cm3)rxx (cm)ryy (cm)
356x127x3939.1353.41266.610.749.810,20035857665914.32.68
356x127x3333.1349125.468.542.18,250280473543142.58

356x127x39 UB

Designation
356x127x39
Serial Size
356x127
Mass per Metre
39.1 kg/m
Depth of Section (h)
353.4 mm
Width of Section (b)
126 mm
Web Thickness (tw)
6.6 mm
Flange Thickness (tf)
10.7 mm
Root Radius (r)
10.2 mm
Depth Between Fillets (d)
311.6 mm
Local Buckling Ratio d/tw
47.2
Local Buckling Ratio cf/tf
5.89
Second Moment of Area Ixx
10,200 cm4
Second Moment of Area Iyy
358 cm4
Elastic Modulus Zxx
576 cm3
Elastic Modulus Zyy
56.8 cm3
Plastic Modulus Sxx
659 cm3
Plastic Modulus Syy
89 cm3
Radius of Gyration rxx
14.3 cm
Radius of Gyration ryy
2.68 cm
Cross-Sectional Area
49.8 cm2
Buckling Parameter (u)
0.871
Torsional Index (x)
35.2
Warping Constant (Iw)
0.105 dm6
Torsional Constant (It)
15.1 cm4
Surface Area per Metre
1.18 m2/m
Surface Area per Tonne
30.2 m2/t

356x127x33 UB

Designation
356x127x33
Serial Size
356x127
Mass per Metre
33.1 kg/m
Depth of Section (h)
349 mm
Width of Section (b)
125.4 mm
Web Thickness (tw)
6 mm
Flange Thickness (tf)
8.5 mm
Root Radius (r)
10.2 mm
Depth Between Fillets (d)
311.6 mm
Local Buckling Ratio d/tw
51.9
Local Buckling Ratio cf/tf
7.38
Second Moment of Area Ixx
8,250 cm4
Second Moment of Area Iyy
280 cm4
Elastic Modulus Zxx
473 cm3
Elastic Modulus Zyy
44.7 cm3
Plastic Modulus Sxx
543 cm3
Plastic Modulus Syy
70.2 cm3
Radius of Gyration rxx
14 cm
Radius of Gyration ryy
2.58 cm
Cross-Sectional Area
42.1 cm2
Buckling Parameter (u)
0.863
Torsional Index (x)
42.2
Warping Constant (Iw)
0.081 dm6
Torsional Constant (It)
8.79 cm4
Surface Area per Metre
1.17 m2/m
Surface Area per Tonne
35.4 m2/t

356x127 UB — Overview

The 356x127 serial size group contains 2 sections, ranging from 33.1 kg/m to 39.1 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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