Angles (L)

L6X6X7/16 L152X152X11.1

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 = 0.438t = 0.438
Cross-section, to scaledimensions in inches

Dimensions

Depthd
6in
Widthb
6in
Thicknesst
0.438in
Distance k (design)kdes
0.938in
Distance k (detailing)kdet
0.9375in

Mass and area

Mass per lengthm
17.2lb/ft
Cross-sectional areaA
5.08in²

Strong axis x–x

Moment of inertiaIx
17.6in⁴
Elastic section modulusSx
4.06in³
Plastic section modulusZx
7.25in³
Radius of gyrationrx
1.86in

Weak axis y–y

Moment of inertiaIy
17.6in⁴
Elastic section modulusSy
4.06in³
Plastic section modulusZy
7.25in³
Radius of gyrationry
1.86in

Principal axes

Moment of inertia, minor principal axisIz
7.05in⁴
Section modulus, minor principal axisSz
3.03in³
Radius of gyration, minor principal axisrz
1.18in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.34in⁴
Warping constantCw
0.899in⁶
Polar radius (shear center)r̄o
3.32in
Flexural constantH
0.63

Centers

Centroidx̄
1.65in
Centroidȳ
1.65in
Plastic neutral axisxp
0.423in
Plastic neutral axisyp
0.423in

Slenderness ratios

Wall slendernessb/t
13.7

Equivalents in other standards