Steel Section Catalog

UC 356x406x467

EN — Wide Flange (I-beam)

Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.

The UC 356x406x467 steel profile weighs 467.0 kg/m (313.82 lb/ft), has a depth of 436.6 mm (17.19 in), flange width 412.2 mm (16.23 in). Cross-sectional area: 59,292.7 mm². Moment of inertia Ix = 182,514.63 cm⁴, Iy = 67,824.46 cm⁴.

h=436.6b=412.2tw=35.8tf=58
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)436.6 mm17.19 in
Width (b)412.2 mm16.23 in
Web thickness (tw)35.8 mm1.41 in
Flange thickness (tf)58 mm2.28 in
Fillet radius (r)15.2 mm0.60 in
Weight467.0 kg/m313.82 lb/ft

Section Properties

PropertyMetricImperial
Area (A)59,292.7 mm²91.904 in²
Moment of inertia (Ix)182,514.63 cm⁴4384.91 in⁴
Moment of inertia (Iy)67,824.46 cm⁴1629.48 in⁴
Elastic section modulus (Sx)8,360.73 cm³510.205 in³
Elastic section modulus (Sy)3,290.85 cm³200.821 in³
Plastic section modulus (Zx)9,971.34 cm³608.491 in³
Plastic section modulus (Zy)5,030.08 cm³306.956 in³
Radius of gyration (rx)17.54 cm6.905 in
Radius of gyration (ry)10.7 cm4.213 in
UC 356x406x393UC 356x406x551

Beam Calculator— UC 356x406x467

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mfixed @ 0mfixed @ 6m→kN/m

Results — UC 356x406x467

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.05 mm

L/129788

R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard: