SHS 350–500 (Large)

SHS 350×10 (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.

t = 10 mm · G = 106 kg/m

EN 10210 Square hollow section
Cross-Section Profile — SHS 350×10 (to scale)

All dimensions in mm · Square hollow section · G = 106 kg/m · EN 10210

106
kg / m
135
A (cm²)
25900
Iy (cm⁴)
1480
Wy (cm³)

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

Section Properties

Leg / side length a 350 mm
Wall / leg thickness t 10 mm
Area A 135 cm²
Mass per length G 106 kg/m
Second moment (y-y) Iy 25900 cm⁴
Elastic modulus (y-y) Wy 1480 cm³
Plastic modulus (y-y) Wpl,y 1720 cm³
Radius (y-y) iy 13.9 cm
Second moment (z-z) Iz 25900 cm⁴
Elastic modulus (z-z) Wz 1480 cm³
Plastic modulus (z-z) Wpl,z 1720 cm³
Radius (z-z) iz 13.9 cm
Torsion constant It 39900 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.