UC (BS 4-1)

UC 152×152×30 (BS 4-1:2005)

Source: SCI Blue Book (BS EN 10365:2017). Verified fields: A, G, It, Iw, Iy, Iz, Wply, Wplz, Wy, Wz, b, h, iy, iz, r, tf, tw. Other fields remain unverified unless identified as calculated.

h = 157.6 mm · b = 152.9 mm · tw = 6.5 mm · tf = 9.4 mm · G = 30 kg/m

BS 4-1:2005 I/H section
Cross-Section Profile — UC 152×152×30 (to scale)

All dimensions in mm · I/H section · G = 30 kg/m · BS 4-1:2005

30
kg / m
38.3
A (cm²)
1750
Iy (cm⁴)
222
Wy (cm³)

Reference values — verify against the current edition of the applicable standard or manufacturer's table before design use.

Section Properties

Overall depth h 157.6 mm
Width b 152.9 mm
Web thickness tw 6.5 mm
Flange thickness tf 9.4 mm
Root radius r 7.6 mm
Area A 38.3 cm²
Mass per length G 30 kg/m
Second moment (y-y) Iy 1750 cm⁴
Elastic modulus (y-y) Wy 222 cm³
Plastic modulus (y-y) Wpl,y 248 cm³
Radius (y-y) iy 6.76 cm
Second moment (z-z) Iz 560 cm⁴
Elastic modulus (z-z) Wz 73.3 cm³
Plastic modulus (z-z) Wpl,z 112 cm³
Radius (z-z) iz 3.83 cm
Torsion constant It 10.5 cm⁴
Warping constant Iw 31000 cm⁶

Using this section record

Read the axis labels before using inertia or modulus: the major and minor axes are not interchangeable. Dimensions are in millimetres; area is in cm², second moments in cm⁴, moduli in cm³ and radii in cm. Convert powers of length consistently when transferring values to a calculation.

A Source line covers only its listed verified fields. Other fields remain subject to verification. A dash is unavailable, never zero. Withheld values must not be inferred from the remaining dimensions. Nominal mass and dimensions are reference values rather than measured tolerances or procurement guarantees. Confirm the exact product, manufacturing route, grade and thickness with the manufacturer. Section properties alone do not establish member resistance: stability, effective length, connections and project design requirements need separate assessment.