Unequal-leg angles

L 150x100x14

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 = 100d = 150t = 14t = 14
Cross-section, to scaledimensions in mm

Dimensions

Depthd
150mm
Widthb
100mm
Thicknesst
14mm
Root radiusr1
12mm

Mass and area

Mass per lengthm
26.06kg/m
Cross-sectional areaA
3,319mm²
Outside perimeterP
489.7mm

Strong axis x–x

Moment of inertiaIx
7.44410⁶ mm⁴
Elastic section modulusSx
74.2710³ mm³
Radius of gyrationrx
47.36mm

Weak axis y–y

Moment of inertiaIy
2.64910⁶ mm⁴
Elastic section modulusSy
35.3210³ mm³
Radius of gyrationry
28.25mm

Principal axes

Moment of inertia, major principal axisIu
8.55610⁶ mm⁴
Moment of inertia, minor principal axisIv
1.53710⁶ mm⁴
Radius of gyrationru
50.77mm
Radius of gyration, minor principal axisrv
21.52mm
Principal axis angleα
23.45°

Torsion and stability

Torsional constantJ
228.710³ mm⁴

Centers

Centroidx̄
25mm
Centroidȳ
49.77mm

Equivalents in other standards