Angles (L)

L6X6X7/8 L152X152X22.2

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 = 0.875t = 0.875
Cross-section, to scaledimensions in inches

Dimensions

Depthd
6in
Widthb
6in
Thicknesst
0.875in
Distance k (design)kdes
1.38in
Distance k (detailing)kdet
1.375in

Mass and area

Mass per lengthm
33.1lb/ft
Cross-sectional areaA
9.75in²

Strong axis x–x

Moment of inertiaIx
31.9in⁴
Elastic section modulusSx
7.61in³
Plastic section modulusZx
13.7in³
Radius of gyrationrx
1.81in

Weak axis y–y

Moment of inertiaIy
31.9in⁴
Elastic section modulusSy
7.61in³
Plastic section modulusZy
13.7in³
Radius of gyrationry
1.81in

Principal axes

Moment of inertia, minor principal axisIz
13.3in⁴
Section modulus, minor principal axisSz
5.2in³
Radius of gyration, minor principal axisrz
1.17in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
2.51in⁴
Warping constantCw
6.41in⁶
Polar radius (shear center)r̄o
3.21in
Flexural constantH
0.63

Centers

Centroidx̄
1.81in
Centroidȳ
1.81in
Plastic neutral axisxp
0.813in
Plastic neutral axisyp
0.813in

Slenderness ratios

Wall slendernessb/t
6.86

Equivalents in other standards