W 610 x 498,0 CISC Weight & Dimensions · 498.5 kg/m | Free Calculator

W 610 x 498,0 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 498,0 (México) · Doble T 610 x 498,0 (Argentina / LATAM) · UB 699 (UK / Australia)

The W 610 x 498,0 steel profile weighs 498.5 kg/m (334.98 lb/ft), has a depth of 699 mm (27.52 in), flange width 343 mm (13.50 in). Cross-sectional area: 63,475.371 mm². Moment of inertia Ix = 494,662.745 cm⁴, Iy = 42,583.931 cm⁴.

h=699b=343tw=35.1tf=63
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)699 mm27.52 in
Width (b)343 mm13.50 in
Web thickness (tw)35.1 mm1.38 in
Flange thickness (tf)63 mm2.48 in
Fillet radius (r)13 mm0.51 in
Weight498.5 kg/m334.98 lb/ft

Section Properties

PropertyMetricImperial
Area (A)63,475.37 mm²98.387 in²
Moment of inertia (Ix)494,662.74 cm⁴11884.27 in⁴
Moment of inertia (Iy)42,583.93 cm⁴1023.08 in⁴
Elastic section modulus (Sx)14,153.44 cm³863.700 in³
Elastic section modulus (Sy)2,483.03 cm³151.524 in³
Plastic section modulus (Zx)16,665.55 cm³1016.999 in³
Plastic section modulus (Zy)3,885.4 cm³237.102 in³
Radius of gyration (rx)27.92 cm10.990 in
Radius of gyration (ry)8.19 cm3.225 in

Beam Calculator— W 610 x 498,0

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mfixed @ 0mfixed @ 6m→kN/m

Results — W 610 x 498,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.02 mm

L/351760

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

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