RHS 350×150×7.1 - Section Properties
The RHS 350×150×7.1 is a rectangular hollow section with a mass of 53.7 kg/m, an overall depth of 350 mm and width of 150 mm and a wall thickness of 7.1 mm. It has a cross-sectional area of 68.4 cm², a second moment of area Iᵧ of 10600 cm⁴, a plastic modulus Wₚₗ,ᵧ of 756 cm³, tabulated by CivilAxis from BS EN 10210-2:2006 (SCI P363 Blue Book).
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Dimension symbols for RHS Hot-finished sections. Not to scale.
Is RHS 350×150×7.1 strong enough?
Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.
✅Passes - 61% utilised, deflection governs
Bending29%
78.1 / 268.4 kNmShear5%
44.6 / 981.3 kNDeflection61%
11.9 / 19.4 mmClass 1 section. ULS uses γQ = 1.5 on the load you enter; deflection uses the unfactored load against L/360. Lateral-torsional buckling is not included - the compression flange is assumed restrained.
Common questions about RHS 350×150×7.1
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