M150×5.5

Miscellaneous beams from CISC Structural Section Tables SST12.1.

51 mm150 mm

Outline drawn from the published dimensions. Fillets and root radii are not shown.

Dimensions

PropertyMetricImperial
Depth, d150 mm5.9055 in
Flange width, b_f51 mm2.0079 in
Web thickness, t_w2.5 mm0.098425 in
Flange thickness, t_f3.3 mm0.129921 in

Bending about the major axis

PropertyMetricImperial
Second moment of area, Iₓ2,480,000 mm⁴5.9582 in⁴
Elastic modulus, Sₓ33,000 mm³2.0138 in³
Plastic modulus, Zₓ38,300 mm³2.3372 in³
Radius of gyration, rₓ59.3 mm2.3346 in
Distance to top fibre75 mm2.9528 in
Distance to bottom fibre75 mm2.9528 in

Bending about the minor axis

PropertyMetricImperial
Second moment of area, I_y73,100 mm⁴0.175623 in⁴
Elastic modulus, S_y2,870 mm³0.175138 in³
Plastic modulus, Z_y4,520 mm³0.275827 in³
Radius of gyration, r_y10.2 mm0.401575 in

Torsion and warping

PropertyMetricImperial
Torsion constant, J2,210 mm⁴0.00531 in⁴
Warping constant, C_w394,000,000 mm⁶1.4672 in⁶

Mass

PropertyMetricImperial
Mass per metre5.5 kg/m3.7 lb/ft
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M150×5.5 dimensions and section properties | Kannamwar Engineering