Angles (L)

L3X2X3/16 L76X51X4.8

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 = 3d = 2t = 0.188t = 0.188
Cross-section, to scaledimensions in inches

Dimensions

Depthd
2in
Widthb
3in
Thicknesst
0.188in
Distance k (design)kdes
0.5in
Distance k (detailing)kdet
0.5in

Mass and area

Mass per lengthm
3.07lb/ft
Cross-sectional areaA
0.917in²

Strong axis x–x

Moment of inertiaIx
0.847in⁴
Elastic section modulusSx
0.414in³
Plastic section modulusZx
0.743in³
Radius of gyrationrx
0.961in

Weak axis y–y

Moment of inertiaIy
0.305in⁴
Elastic section modulusSy
0.198in³
Plastic section modulusZy
0.351in³
Radius of gyrationry
0.577in

Principal axes

Moment of inertia, minor principal axisIz
0.173in⁴
Section modulus, minor principal axisSz
0.163in³
Radius of gyration, minor principal axisrz
0.435in
Tangent of principal axis angletan α
0.442

Torsion and stability

Torsional constantJ
0.0119in⁴
Warping constantCw
0.00576in⁶
Polar radius (shear center)r̄o
1.46in

Centers

Centroidx̄
0.462in
Centroidȳ
0.952in
Plastic neutral axisxp
0.153in
Plastic neutral axisyp
0.555in

Slenderness ratios

Wall slendernessb/t
16

Equivalents in other standards