I 500x500x20x50 CISC Weight & Dimensions · 455.3 kg/m | Free Calculator

I 500x500x20x50 CISC · Weight & Dimensions

CISC, welded 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: I 500x500x20x50 (México) · Doble T I 500x500x20x50 (Argentina / LATAM) · UB 500 (UK / Australia)

The I 500x500x20x50 steel profile weighs 455.3 kg/m (305.96 lb/ft), has a depth of 500 mm (19.69 in), flange width 500 mm (19.69 in). Cross-sectional area: 58,000 mm². Moment of inertia Ix = 264,833.333 cm⁴, Iy = 104,193.333 cm⁴.

h=500b=500tw=20tf=50
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)500 mm19.69 in
Width (b)500 mm19.69 in
Web thickness (tw)20 mm0.79 in
Flange thickness (tf)50 mm1.97 in
Weight455.3 kg/m305.96 lb/ft

Section Properties

PropertyMetricImperial
Area (A)58,000 mm²89.900 in²
Moment of inertia (Ix)264,833.33 cm⁴6362.62 in⁴
Moment of inertia (Iy)104,193.33 cm⁴2503.24 in⁴
Elastic section modulus (Sx)10,593.33 cm³646.448 in³
Elastic section modulus (Sy)4,167.73 cm³254.332 in³
Plastic section modulus (Zx)12,050 cm³735.339 in³
Plastic section modulus (Zy)6,290 cm³383.841 in³
Radius of gyration (rx)21.37 cm8.413 in
Radius of gyration (ry)13.4 cm5.277 in

Beam Calculator— I 500x500x20x50

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mfixed @ 0mfixed @ 6m→kN/m

Results — I 500x500x20x50

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.03 mm

L/188326

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

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