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RHS 300×200×12.5 - Section Properties

The RHS 300×200×12.5 is a rectangular hollow section with a mass of 91.9 kg/m, an overall depth of 300 mm and width of 200 mm and a wall thickness of 12.5 mm. It has a cross-sectional area of 117 cm², a second moment of area Iᵧ of 14300 cm⁴, a plastic modulus Wₚₗ,ᵧ of 1170 cm³, tabulated by CivilAxis from BS EN 10210-2:2006 (SCI P363 Blue Book).

Mass
91.9 kg/m
Depth
300 mm
Width
200 mm
Wall thickness
12.5 mm
Area
117 cm²
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RHS Hot-finished section profile showing the dimension symbols used for RHS 300×200×12.5

Dimension symbols for RHS Hot-finished sections. Not to scale.

RHS 300×200×12.5 section properties to BS EN 10210-2:2006.

Geometry

Depth of sectionh300
Width of sectionb200
Wall thicknesst12.5

Mass and area

Mass per metremass91.9
Cross-sectional areaA117

Bending about the major axis (y-y)

Area moment of inertia about y-axisIy14300
Elastic section modulus about y-axisWel,y952
Plastic section modulus about y-axisWpl,y1170
Radius of gyration about y-axisiy11

Bending about the minor axis (z-z)

Area moment of inertia about z-axisIz7540
Elastic section modulus about z-axisWel,z754
Plastic section modulus about z-axisWpl,z877
Radius of gyration about z-axisiz8.02

Torsion and warping

Torsion constant (St Venant)It15700
Section modulus for torsionWt1220

Classification and stability

Flange local-buckling ratiocf/tf13
Web local-buckling ratiocw/tw21

Surface area

Surface area per metreSA/m0.968
Surface area per tonneSA/t10.6m²/t

Is RHS 300×200×12.5 strong enough?

Simply supported beam, uniform load, major-axis bending - to EN 1993-1-1.

Passes - 61% utilised, deflection governs
Bending29%
121.5 / 415.4 kNm
Shear6%
81.0 / 1438.8 kN
Deflection61%
10.1 / 16.7 mm

Class 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 300×200×12.5

RHS 300×200×12.5 has a mass of 91.9 kg/m, tabulated to BS EN 10210-2:2006. A 12 m length therefore weighs about 1103 kg, which is the figure to use for a steel take-off or when checking a lift.

RHS 300×200×12.5 has a depth of 300 mm, a width of 200 mm, a wall thickness of 12.5 mm, with a cross-sectional area of 117 cm². These are the nominal dimensions from BS EN 10210-2:2006; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 1,170 cm³, and the elastic modulus Wel,y is 952 cm³. Wpl,y is what sets the moment capacity of a Class 1 or 2 section: M_pl,Rd = Wpl,y x f_y / gamma_M0, so at S355 with gamma_M0 = 1.0 this section reaches about 415 kNm before any stability check.

The second moment of area about the major axis, Iy, is 14,300 cm⁴, and about the minor axis Iz is 7,540 cm⁴. Iy is the value deflection depends on - for a simply supported beam under a uniform load, the midspan deflection is 5wL⁴/384EIy - so on spans where a deflection limit governs rather than strength, this is the number that decides the section.

Its local-buckling ratios are cf/tf = 13 for the flange and cw/tw = 21 for the web. EN 1993-1-1 Table 5.2 compares these against limits scaled by epsilon = sqrt(235/f_y), so the class depends on the steel grade as well as the geometry - the same section can be Class 1 in S275 and Class 3 in S355. Use the Capacity tab on this page for the classification at a specific grade.

iy is 11 cm about the major axis and iz is 8.02 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 8.02 cm a 0.8 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.

The St Venant torsion constant It is 15,700 cm⁴. Closed sections carry torsion in a shear flow around the perimeter, which makes them far stiffer in torsion than an open section of the same weight and is usually why one is specified.

Related RHS Hot-finished sizes

RHS 300×200×7.1RHS 300×200×8RHS 300×200×8.8RHS 300×200×10RHS 300×200×14.2RHS 300×200×16RHS 300×250×5RHS 300×250×6.3

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