2L 6X6X3-4 - Section Properties

2L 6X6X3-4 has a mass of 57.4 lb/ft (85.4 kg/m), tabulated to AISC Shapes Database v16.0. A 12 m length therefore weighs about 1025 kg, which is the figure to use for a steel take-off or when checking a lift.

2L 6X6X3-4 has a depth of 6 in (152.4 mm), with a cross-sectional area of 16.9 in² (109 cm²). These are the nominal dimensions from AISC Shapes Database v16.0; rolling tolerances apply to the delivered section.

The plastic section modulus about the major axis, Wpl,y, is 390.01 cm³, and the elastic modulus Wel,y is 217.95 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 138 kNm before any stability check.

The second moment of area about the major axis, Iy, is 2,339 cm⁴, and about the minor axis Iz is 4,537 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.

iy is 4.62 cm about the major axis and iz is 6.45 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 6.45 cm a 0.6 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.