W 410 x 132,0 CISC Weight & Dimensions · 131.9 kg/m | Free Calculator

W 410 x 132,0 CISC · Weight & Dimensions

CISC, hot-rolled sections · 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.

Also known as: IPR 410 x 132,0 (México) · Doble T 410 x 132,0 (Argentina / LATAM) · UB 425 (UK / Australia)

The W 410 x 132,0 steel profile weighs 131.9 kg/m (88.62 lb/ft), has a depth of 425 mm (16.73 in), flange width 263 mm (10.35 in). Cross-sectional area: 16,825.021 mm². Moment of inertia Ix = 53,827.11 cm⁴, Iy = 6,739.005 cm⁴.

h=425b=263tw=13.3tf=22.2
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)425 mm16.73 in
Width (b)263 mm10.35 in
Web thickness (tw)13.3 mm0.52 in
Flange thickness (tf)22.2 mm0.87 in
Fillet radius (r)10 mm0.39 in
Weight131.9 kg/m88.62 lb/ft

Section Properties

PropertyMetricImperial
Area (A)16,825.02 mm²26.079 in²
Moment of inertia (Ix)53,827.11 cm⁴1293.20 in⁴
Moment of inertia (Iy)6,739 cm⁴161.90 in⁴
Elastic section modulus (Sx)2,533.04 cm³154.576 in³
Elastic section modulus (Sy)512.47 cm³31.273 in³
Plastic section modulus (Zx)2,849.58 cm³173.893 in³
Plastic section modulus (Zy)785.37 cm³47.926 in³
Radius of gyration (rx)17.89 cm7.042 in
Radius of gyration (ry)6.33 cm2.492 in

Beam Calculator— W 410 x 132,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 410 x 132,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.16 mm

L/38277

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

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