W 610 x 608,0 CISC Weight & Dimensions · 607.6 kg/m | Free Calculator

W 610 x 608,0 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 610 x 608,0 (México) · Doble T 610 x 608,0 (Argentina / LATAM) · UB 725 (UK / Australia)

The W 610 x 608,0 steel profile weighs 607.6 kg/m (408.30 lb/ft), has a depth of 725 mm (28.54 in), flange width 351 mm (13.82 in). Cross-sectional area: 77,443.951 mm². Moment of inertia Ix = 630,715.565 cm⁴, Iy = 55,062.805 cm⁴.

h=725b=351tw=41.9tf=75.9
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)725 mm28.54 in
Width (b)351 mm13.82 in
Web thickness (tw)41.9 mm1.65 in
Flange thickness (tf)75.9 mm2.99 in
Fillet radius (r)13 mm0.51 in
Weight607.6 kg/m408.30 lb/ft

Section Properties

PropertyMetricImperial
Area (A)77,443.95 mm²120.038 in²
Moment of inertia (Ix)630,715.57 cm⁴15152.94 in⁴
Moment of inertia (Iy)55,062.8 cm⁴1322.88 in⁴
Elastic section modulus (Sx)17,399.05 cm³1061.760 in³
Elastic section modulus (Sy)3,137.48 cm³191.462 in³
Plastic section modulus (Zx)20,775.41 cm³1267.799 in³
Plastic section modulus (Zy)4,930.52 cm³300.880 in³
Radius of gyration (rx)28.54 cm11.235 in
Radius of gyration (ry)8.43 cm3.320 in

Beam Calculator— W 610 x 608,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 608,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.01 mm

L/448509

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

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