W920×381

Wide flange from CISC Structural Section Tables SST12.1.

310 mm951 mm

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

Dimensions

PropertyMetricImperial
Depth, d951 mm37.4409 in
Flange width, b_f310 mm12.2047 in
Web thickness, t_w24.4 mm0.96063 in
Flange thickness, t_f43.9 mm1.7283 in

Bending about the major axis

PropertyMetricImperial
Second moment of area, Iₓ6.96000e+9 mm⁴16,721.467 in⁴
Elastic modulus, Sₓ14,600,000 mm³890.9467 in³
Plastic modulus, Zₓ17,000,000 mm³1,037.404 in³
Radius of gyration, rₓ379 mm14.9213 in
Distance to top fibre475.5 mm18.7205 in
Distance to bottom fibre475.5 mm18.7205 in

Bending about the minor axis

PropertyMetricImperial
Second moment of area, I_y219,000,000 mm⁴526.1496 in⁴
Elastic modulus, S_y1,410,000 mm³86.0435 in³
Plastic modulus, Z_y2,240,000 mm³136.6932 in³
Radius of gyration, r_y67.2 mm2.6457 in

Torsion and warping

PropertyMetricImperial
Torsion constant, J21,800,000 mm⁴52.3747 in⁴
Warping constant, C_w4.51000e+13 mm⁶167,947.77 in⁶

Mass

PropertyMetricImperial
Mass per metre381 kg/m256 lb/ft
Analyse a beam with this section
↑↓ to move · ↵ to open · esc to close⌘K