Angles (L)

L6X6X3/8 L152X152X9.5

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 = 6d = 6t = 0.375t = 0.375
Cross-section, to scaledimensions in inches

Dimensions

Depthd
6in
Widthb
6in
Thicknesst
0.375in
Distance k (design)kdes
0.875in
Distance k (detailing)kdet
0.875in

Mass and area

Mass per lengthm
14.9lb/ft
Cross-sectional areaA
4.38in²

Strong axis x–x

Moment of inertiaIx
15.4in⁴
Elastic section modulusSx
3.51in³
Plastic section modulusZx
6.27in³
Radius of gyrationrx
1.87in

Weak axis y–y

Moment of inertiaIy
15.4in⁴
Elastic section modulusSy
3.51in³
Plastic section modulusZy
6.27in³
Radius of gyrationry
1.87in

Principal axes

Moment of inertia, minor principal axisIz
6.21in⁴
Section modulus, minor principal axisSz
2.71in³
Radius of gyration, minor principal axisrz
1.19in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.218in⁴
Warping constantCw
0.575in⁶
Polar radius (shear center)r̄o
3.34in
Flexural constantH
0.63

Centers

Centroidx̄
1.62in
Centroidȳ
1.62in
Plastic neutral axisxp
0.365in
Plastic neutral axisyp
0.365in

Slenderness ratios

Wall slendernessb/t
16

Equivalents in other standards