W 610 x 341,0 CISC Weight & Dimensions · 340.7 kg/m | Free Calculator

W 610 x 341,0 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 341,0 (México) · Doble T 610 x 341,0 (Argentina / LATAM) · UB 661 (UK / Australia)

The W 610 x 341,0 steel profile weighs 340.7 kg/m (228.94 lb/ft), has a depth of 661 mm (26.02 in), flange width 333 mm (13.11 in). Cross-sectional area: 43,368.551 mm². Moment of inertia Ix = 318,280.024 cm⁴, Iy = 27,090.336 cm⁴.

h=661b=333tw=24.4tf=43.9
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)661 mm26.02 in
Width (b)333 mm13.11 in
Web thickness (tw)24.4 mm0.96 in
Flange thickness (tf)43.9 mm1.73 in
Fillet radius (r)13 mm0.51 in
Weight340.7 kg/m228.94 lb/ft

Section Properties

PropertyMetricImperial
Area (A)43,368.55 mm²67.221 in²
Moment of inertia (Ix)318,280.02 cm⁴7646.68 in⁴
Moment of inertia (Iy)27,090.34 cm⁴650.85 in⁴
Elastic section modulus (Sx)9,630.26 cm³587.677 in³
Elastic section modulus (Sy)1,627.05 cm³99.289 in³
Plastic section modulus (Zx)11,066.56 cm³675.326 in³
Plastic section modulus (Zy)2,521.52 cm³153.873 in³
Radius of gyration (rx)27.09 cm10.666 in
Radius of gyration (ry)7.9 cm3.112 in

Beam Calculator— W 610 x 341,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 341,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.03 mm

L/226332

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

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