W 410 x 114,0 CISC Weight & Dimensions · 114.6 kg/m | Free Calculator

W 410 x 114,0 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 410 x 114,0 (México) · Doble T 410 x 114,0 (Argentina / LATAM) · UB 420 (UK / Australia)

The W 410 x 114,0 steel profile weighs 114.6 kg/m (77.02 lb/ft), has a depth of 420 mm (16.54 in), flange width 261 mm (10.28 in). Cross-sectional area: 14,584.681 mm². Moment of inertia Ix = 46,138.909 cm⁴, Iy = 5,724.644 cm⁴.

h=420b=261tw=11.6tf=19.3
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)420 mm16.54 in
Width (b)261 mm10.28 in
Web thickness (tw)11.6 mm0.46 in
Flange thickness (tf)19.3 mm0.76 in
Fillet radius (r)10 mm0.39 in
Weight114.6 kg/m77.02 lb/ft

Section Properties

PropertyMetricImperial
Area (A)14,584.68 mm²22.606 in²
Moment of inertia (Ix)46,138.91 cm⁴1108.49 in⁴
Moment of inertia (Iy)5,724.64 cm⁴137.53 in⁴
Elastic section modulus (Sx)2,197.09 cm³134.075 in³
Elastic section modulus (Sy)438.67 cm³26.769 in³
Plastic section modulus (Zx)2,456.48 cm³149.904 in³
Plastic section modulus (Zy)670.89 cm³40.940 in³
Radius of gyration (rx)17.79 cm7.002 in
Radius of gyration (ry)6.27 cm2.467 in

Beam Calculator— W 410 x 114,0

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

Results — W 410 x 114,0

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.18 mm

L/32810

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