Angles (L)

L3X2X3/8 L76X51X9.5

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 = 0.375t = 0.375
Cross-section, to scaledimensions in inches

Dimensions

Depthd
2in
Widthb
3in
Thicknesst
0.375in
Distance k (design)kdes
0.688in
Distance k (detailing)kdet
0.6875in

Mass and area

Mass per lengthm
5.9lb/ft
Cross-sectional areaA
1.75in²

Strong axis x–x

Moment of inertiaIx
1.54in⁴
Elastic section modulusSx
0.779in³
Plastic section modulusZx
1.39in³
Radius of gyrationrx
0.937in

Weak axis y–y

Moment of inertiaIy
0.539in⁴
Elastic section modulusSy
0.368in³
Plastic section modulusZy
0.679in³
Radius of gyrationry
0.555in

Principal axes

Moment of inertia, minor principal axisIz
0.319in⁴
Section modulus, minor principal axisSz
0.313in³
Radius of gyration, minor principal axisrz
0.426in
Tangent of principal axis angletan α
0.426

Torsion and stability

Torsional constantJ
0.0855in⁴
Warping constantCw
0.0413in⁶
Polar radius (shear center)r̄o
1.42in

Centers

Centroidx̄
0.535in
Centroidȳ
1.03in
Plastic neutral axisxp
0.292in
Plastic neutral axisyp
0.667in

Slenderness ratios

Wall slendernessb/t
8

Equivalents in other standards