Steel Section Catalog

UC 356x368x202

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 356x368x202 steel profile weighs 201.9 kg/m (135.68 lb/ft), has a depth of 374.6 mm (14.75 in), flange width 374.7 mm (14.75 in). Cross-sectional area: 25,523.7 mm². Moment of inertia Ix = 65,773.02 cm⁴, Iy = 23,685.56 cm⁴.

h=374.6b=374.7tw=16.5tf=27
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)374.6 mm14.75 in
Width (b)374.7 mm14.75 in
Web thickness (tw)16.5 mm0.65 in
Flange thickness (tf)27 mm1.06 in
Fillet radius (r)15.2 mm0.60 in
Weight201.9 kg/m135.68 lb/ft

Section Properties

PropertyMetricImperial
Area (A)25,523.7 mm²39.562 in²
Moment of inertia (Ix)65,773.02 cm⁴1580.20 in⁴
Moment of inertia (Iy)23,685.56 cm⁴569.05 in⁴
Elastic section modulus (Sx)3,511.64 cm³214.294 in³
Elastic section modulus (Sy)1,264.24 cm³77.149 in³
Plastic section modulus (Zx)3,940.62 cm³240.472 in³
Plastic section modulus (Zy)1,917.22 cm³116.996 in³
Radius of gyration (rx)16.05 cm6.319 in
Radius of gyration (ry)9.63 cm3.791 in
UC 356x368x177UC 356x406x235

Beam Calculator— UC 356x368x202

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mfixed @ 0mfixed @ 6m→kN/m

Results — UC 356x368x202

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.13 mm

L/46772

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