W 610 x 174,0 CISC Weight & Dimensions · 174.3 kg/m | Free Calculator

W 610 x 174,0 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 174,0 (México) · Doble T 610 x 174,0 (Argentina / LATAM) · UB 616 (UK / Australia)

The W 610 x 174,0 steel profile weighs 174.3 kg/m (117.11 lb/ft), has a depth of 616 mm (24.25 in), flange width 325 mm (12.80 in). Cross-sectional area: 22,204.271 mm². Moment of inertia Ix = 147,158.716 cm⁴, Iy = 12,372.732 cm⁴.

h=616b=325tw=14tf=21.6
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)616 mm24.25 in
Width (b)325 mm12.80 in
Web thickness (tw)14 mm0.55 in
Flange thickness (tf)21.6 mm0.85 in
Fillet radius (r)13 mm0.51 in
Weight174.3 kg/m117.11 lb/ft

Section Properties

PropertyMetricImperial
Area (A)22,204.27 mm²34.417 in²
Moment of inertia (Ix)147,158.72 cm⁴3535.49 in⁴
Moment of inertia (Iy)12,372.73 cm⁴297.25 in⁴
Elastic section modulus (Sx)4,777.88 cm³291.565 in³
Elastic section modulus (Sy)761.4 cm³46.464 in³
Plastic section modulus (Zx)5,362.16 cm³327.221 in³
Plastic section modulus (Zy)1,170.25 cm³71.414 in³
Radius of gyration (rx)25.74 cm10.135 in
Radius of gyration (ry)7.46 cm2.939 in

Beam Calculator— W 610 x 174,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 174,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.06 mm

L/104646

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

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