W 920 x 381,0 CISC Weight & Dimensions · 381.5 kg/m | Free Calculator

W 920 x 381,0 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 920 x 381,0 (México) · Doble T 920 x 381,0 (Argentina / LATAM) · UB 951 (UK / Australia)

The W 920 x 381,0 steel profile weighs 381.5 kg/m (256.37 lb/ft), has a depth of 951 mm (37.44 in), flange width 310 mm (12.20 in). Cross-sectional area: 48,774.523 mm². Moment of inertia Ix = 700,096.567 cm⁴, Iy = 21,917.827 cm⁴.

h=951b=310tw=24.4tf=43.9
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)951 mm37.44 in
Width (b)310 mm12.20 in
Web thickness (tw)24.4 mm0.96 in
Flange thickness (tf)43.9 mm1.73 in
Fillet radius (r)24 mm0.94 in
Weight381.5 kg/m256.37 lb/ft

Section Properties

PropertyMetricImperial
Area (A)48,774.52 mm²75.601 in²
Moment of inertia (Ix)700,096.57 cm⁴16819.82 in⁴
Moment of inertia (Iy)21,917.83 cm⁴526.58 in⁴
Elastic section modulus (Sx)14,723.38 cm³898.479 in³
Elastic section modulus (Sy)1,414.05 cm³86.291 in³
Plastic section modulus (Zx)17,100.67 cm³1043.551 in³
Plastic section modulus (Zy)2,246.56 cm³137.094 in³
Radius of gyration (rx)37.89 cm14.916 in
Radius of gyration (ry)6.7 cm2.639 in

Beam Calculator— W 920 x 381,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 920 x 381,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.01 mm

L/497846

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

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