I 1905x508x12.7x47.6 AHMSA Weight & Dimensions · 560.1 kg/m | Free Calculator

I 1905x508x12.7x47.6 AHMSA · Weight & Dimensions

AHMSA, 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 1905x508x12.7x47.6 (México) · Doble T I 1905x508x12.7x47.6 (Argentina / LATAM) · UB 1905 (UK / Australia)

The I 1905x508x12.7x47.6 steel profile weighs 560.1 kg/m (376.37 lb/ft), has a depth of 1905 mm (75.00 in), flange width 508 mm (20.00 in). Cross-sectional area: 71,346.06 mm². Moment of inertia Ix = 4,799,378.5 cm⁴, Iy = 104,034.126 cm⁴.

h=1905b=508tw=12.7tf=47.6
Cross-section (not to scale)

Dimensions

PropertyMetricImperial
Depth (h)1905 mm75.00 in
Width (b)508 mm20.00 in
Web thickness (tw)12.7 mm0.50 in
Flange thickness (tf)47.6 mm1.87 in
Weight560.1 kg/m376.37 lb/ft

Section Properties

PropertyMetricImperial
Area (A)71,346.06 mm²110.586 in²
Moment of inertia (Ix)4,799,378.5 cm⁴115305.07 in⁴
Moment of inertia (Iy)104,034.13 cm⁴2499.42 in⁴
Elastic section modulus (Sx)50,387.18 cm³3074.827 in³
Elastic section modulus (Sy)4,095.83 cm³249.944 in³
Plastic section modulus (Zx)55,312.74 cm³3375.404 in³
Plastic section modulus (Zy)6,214.9 cm³379.258 in³
Radius of gyration (rx)82.02 cm32.290 in
Radius of gyration (ry)12.08 cm4.754 in

Beam Calculator— I 1905x508x12.7x47.6

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

Results — I 1905x508x12.7x47.6

Mmax

15.0 kN·m

Vmax

15.0 kN

δmax

0.00 mm

L/3412891

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

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