W 610 x 415,0 CISC Weight & Dimensions · 415.3 kg/m | Free Calculator

W 610 x 415,0 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 415,0 (México) · Doble T 610 x 415,0 (Argentina / LATAM) · UB 679 (UK / Australia)

The W 610 x 415,0 steel profile weighs 415.3 kg/m (279.06 lb/ft), has a depth of 679 mm (26.73 in), flange width 338 mm (13.31 in). Cross-sectional area: 52,938.271 mm². Moment of inertia Ix = 399,763.544 cm⁴, Iy = 34,300.958 cm⁴.

h=679b=338tw=29.5tf=53.1
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)679 mm26.73 in
Width (b)338 mm13.31 in
Web thickness (tw)29.5 mm1.16 in
Flange thickness (tf)53.1 mm2.09 in
Fillet radius (r)13 mm0.51 in
Weight415.3 kg/m279.06 lb/ft

Section Properties

PropertyMetricImperial
Area (A)52,938.27 mm²82.054 in²
Moment of inertia (Ix)399,763.54 cm⁴9604.32 in⁴
Moment of inertia (Iy)34,300.96 cm⁴824.08 in⁴
Elastic section modulus (Sx)11,775.07 cm³718.562 in³
Elastic section modulus (Sy)2,029.64 cm³123.857 in³
Plastic section modulus (Zx)13,694.39 cm³835.687 in³
Plastic section modulus (Zy)3,160.36 cm³192.858 in³
Radius of gyration (rx)27.48 cm10.819 in
Radius of gyration (ry)8.05 cm3.169 in

Beam Calculator— W 610 x 415,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 415,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.02 mm

L/284276

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

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