Angles (L)

L6X6X9/16 L152X152X14.3

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 = 0.563t = 0.563
Cross-section, to scaledimensions in inches

Dimensions

Depthd
6in
Widthb
6in
Thicknesst
0.563in
Distance k (design)kdes
1.06in
Distance k (detailing)kdet
1.063in

Mass and area

Mass per lengthm
21.9lb/ft
Cross-sectional areaA
6.45in²

Strong axis x–x

Moment of inertiaIx
22in⁴
Elastic section modulusSx
5.12in³
Plastic section modulusZx
9.18in³
Radius of gyrationrx
1.85in

Weak axis y–y

Moment of inertiaIy
22in⁴
Elastic section modulusSy
5.12in³
Plastic section modulusZy
9.18in³
Radius of gyrationry
1.85in

Principal axes

Moment of inertia, minor principal axisIz
8.9in⁴
Section modulus, minor principal axisSz
3.71in³
Radius of gyration, minor principal axisrz
1.18in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.704in⁴
Warping constantCw
1.85in⁶
Polar radius (shear center)r̄o
3.29in
Flexural constantH
0.63

Centers

Centroidx̄
1.7in
Centroidȳ
1.7in
Plastic neutral axisxp
0.538in
Plastic neutral axisyp
0.538in

Slenderness ratios

Wall slendernessb/t
10.7

Equivalents in other standards