W 610 x 262,0 CISC Weight & Dimensions · 261.4 kg/m | Free Calculator

W 610 x 262,0 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 262,0 (México) · Doble T 610 x 262,0 (Argentina / LATAM) · UB 641 (UK / Australia)

The W 610 x 262,0 steel profile weighs 261.4 kg/m (175.67 lb/ft), has a depth of 641 mm (25.24 in), flange width 327 mm (12.87 in). Cross-sectional area: 33,268.071 mm². Moment of inertia Ix = 235,989.499 cm⁴, Iy = 19,849.014 cm⁴.

h=641b=327tw=19tf=34
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)641 mm25.24 in
Width (b)327 mm12.87 in
Web thickness (tw)19 mm0.75 in
Flange thickness (tf)34 mm1.34 in
Fillet radius (r)13 mm0.51 in
Weight261.4 kg/m175.67 lb/ft

Section Properties

PropertyMetricImperial
Area (A)33,268.07 mm²51.566 in²
Moment of inertia (Ix)235,989.5 cm⁴5669.65 in⁴
Moment of inertia (Iy)19,849.01 cm⁴476.87 in⁴
Elastic section modulus (Sx)7,363.17 cm³449.330 in³
Elastic section modulus (Sy)1,214.01 cm³74.084 in³
Plastic section modulus (Zx)8,349.33 cm³509.510 in³
Plastic section modulus (Zy)1,871.31 cm³114.195 in³
Radius of gyration (rx)26.63 cm10.486 in
Radius of gyration (ry)7.72 cm3.041 in

Beam Calculator— W 610 x 262,0

drag to orbit
mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 262,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.04 mm

L/167815

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

Lose the fear of working in 3D

No installation, right in the browser — start now

Try the 3D Editor