W 610 x 307,0 CISC Weight & Dimensions · 306.9 kg/m | Free Calculator

W 610 x 307,0 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 307,0 (México) · Doble T 610 x 307,0 (Argentina / LATAM) · UB 653 (UK / Australia)

The W 610 x 307,0 steel profile weighs 306.9 kg/m (206.26 lb/ft), has a depth of 653 mm (25.71 in), flange width 330 mm (12.99 in). Cross-sectional area: 39,146.791 mm². Moment of inertia Ix = 283,669.307 cm⁴, Iy = 23,952.575 cm⁴.

h=653b=330tw=22.1tf=39.9
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)653 mm25.71 in
Width (b)330 mm12.99 in
Web thickness (tw)22.1 mm0.87 in
Flange thickness (tf)39.9 mm1.57 in
Fillet radius (r)13 mm0.51 in
Weight306.9 kg/m206.26 lb/ft

Section Properties

PropertyMetricImperial
Area (A)39,146.79 mm²60.678 in²
Moment of inertia (Ix)283,669.31 cm⁴6815.16 in⁴
Moment of inertia (Iy)23,952.57 cm⁴575.46 in⁴
Elastic section modulus (Sx)8,688.19 cm³530.188 in³
Elastic section modulus (Sy)1,451.67 cm³88.587 in³
Plastic section modulus (Zx)9,929.13 cm³605.915 in³
Plastic section modulus (Zy)2,244.57 cm³136.973 in³
Radius of gyration (rx)26.92 cm10.598 in
Radius of gyration (ry)7.82 cm3.080 in

Beam Calculator— W 610 x 307,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 307,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.03 mm

L/201720

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

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