Angles (L)

L6X6X3/4 L152X152X19

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 = 0.75t = 0.75
Cross-section, to scaledimensions in inches

Dimensions

Depthd
6in
Widthb
6in
Thicknesst
0.75in
Distance k (design)kdes
1.25in
Distance k (detailing)kdet
1.25in

Mass and area

Mass per lengthm
28.7lb/ft
Cross-sectional areaA
8.46in²

Strong axis x–x

Moment of inertiaIx
28.1in⁴
Elastic section modulusSx
6.64in³
Plastic section modulusZx
11.9in³
Radius of gyrationrx
1.82in

Weak axis y–y

Moment of inertiaIy
28.1in⁴
Elastic section modulusSy
6.64in³
Plastic section modulusZy
11.9in³
Radius of gyrationry
1.82in

Principal axes

Moment of inertia, minor principal axisIz
11.6in⁴
Section modulus, minor principal axisSz
4.64in³
Radius of gyration, minor principal axisrz
1.17in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
1.61in⁴
Warping constantCw
4.17in⁶
Polar radius (shear center)r̄o
3.24in
Flexural constantH
0.63

Centers

Centroidx̄
1.77in
Centroidȳ
1.77in
Plastic neutral axisxp
0.705in
Plastic neutral axisyp
0.705in

Slenderness ratios

Wall slendernessb/t
8

Equivalents in other standards