Unequal-leg angles (EN 10056-1)

L 100x50x6

Standard: Mixed range: EN 10056-1:1998 (calculation convention, 19 of 39 sizes); other sizes DIN 1029, manufacturersSource: Geometry: Steel Section Database (MIT) — calculated properties (exact engine)
xyb = 50d = 100t = 6t = 6
Cross-section, to scaledimensions in mm

Dimensions

Depthd
100mm
Widthb
50mm
Thicknesst
6mm
Root radiusr1
8mm

Mass and area

Mass per lengthm
6.836kg/m
Cross-sectional areaA
870.9mm²
Outside perimeterP
293.1mm

Strong axis x–x

Moment of inertiaIx
0.899110⁶ mm⁴
Elastic section modulusSx
13.8510³ mm³
Radius of gyrationrx
32.13mm

Weak axis y–y

Moment of inertiaIy
0.153910⁶ mm⁴
Elastic section modulusSy
3.89310³ mm³
Radius of gyrationry
13.29mm

Principal axes

Moment of inertia, major principal axisIu
0.953810⁶ mm⁴
Moment of inertia, minor principal axisIv
0.099210⁶ mm⁴
Radius of gyrationru
33.1mm
Radius of gyration, minor principal axisrv
10.67mm
Principal axis angleα
14.66°

Torsion and stability

Torsional constantJ
11.3810³ mm⁴

Centers

Centroidx̄
10.46mm
Centroidȳ
35.07mm

Equivalents in other standards