RHS – Rectangular Hollow

RHS 120×60×4 (EN 10210)

Source: SCI Blue Book hot-finished (source basis BS EN 10210-2:2006). Verified fields: A, G, It, Iy, Iz, Wply, Wplz, Wy, Wz, iy, iz. Other fields remain unverified unless identified as calculated.

h = 120 mm · b = 60 mm · t = 4 mm · G = 10.7 kg/m

EN 10210 Rectangular hollow section
Cross-Section Profile — RHS 120×60×4 (to scale)

All dimensions in mm · Rectangular hollow section · G = 10.7 kg/m · EN 10210

10.7
kg / m
13.6
A (cm²)
249
Iy (cm⁴)
41.5
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 120 mm
Width b 60 mm
Wall / leg thickness t 4 mm
Area A 13.6 cm²
Mass per length G 10.7 kg/m
Second moment (y-y) Iy 249 cm⁴
Elastic modulus (y-y) Wy 41.5 cm³
Plastic modulus (y-y) Wpl,y 51.9 cm³
Radius (y-y) iy 4.28 cm
Second moment (z-z) Iz 83.1 cm⁴
Elastic modulus (z-z) Wz 27.7 cm³
Plastic modulus (z-z) Wpl,z 31.7 cm³
Radius (z-z) iz 2.47 cm
Torsion constant It 201 cm⁴

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.