Angles (L)

L5X5X5/8 L127X127X15.9

Standard: AISC Shapes Database v16.0Source: AISC (aisc.org) — Shapes Database v16.0 (Excel file)
Values published by AISC, in US customary (original) and SI units.
xyb = 5d = 5t = 0.625t = 0.625
Cross-section, to scaledimensions in inches

Dimensions

Depthd
5in
Widthb
5in
Thicknesst
0.625in
Distance k (design)kdes
1.13in
Distance k (detailing)kdet
1.125in

Mass and area

Mass per lengthm
20lb/ft
Cross-sectional areaA
5.9in²

Strong axis x–x

Moment of inertiaIx
13.6in⁴
Elastic section modulusSx
3.85in³
Plastic section modulusZx
6.93in³
Radius of gyrationrx
1.52in

Weak axis y–y

Moment of inertiaIy
13.6in⁴
Elastic section modulusSy
3.85in³
Plastic section modulusZy
6.93in³
Radius of gyrationry
1.52in

Principal axes

Moment of inertia, minor principal axisIz
5.62in⁴
Section modulus, minor principal axisSz
2.7in³
Radius of gyration, minor principal axisrz
0.975in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.792in⁴
Warping constantCw
1.4in⁶
Polar radius (shear center)r̄o
2.7in
Flexural constantH
0.63

Centers

Centroidx̄
1.47in
Centroidȳ
1.47in
Plastic neutral axisxp
0.59in
Plastic neutral axisyp
0.59in

Slenderness ratios

Wall slendernessb/t
8

Equivalents in other standards