Angles (L)

L3X3X3/8 L76X76X9.5

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 = 3t = 0.375t = 0.375
Cross-section, to scaledimensions in inches

Dimensions

Depthd
3in
Widthb
3in
Thicknesst
0.375in
Distance k (design)kdes
0.75in
Distance k (detailing)kdet
0.75in

Mass and area

Mass per lengthm
7.2lb/ft
Cross-sectional areaA
2.11in²

Strong axis x–x

Moment of inertiaIx
1.75in⁴
Elastic section modulusSx
0.825in³
Plastic section modulusZx
1.48in³
Radius of gyrationrx
0.91in

Weak axis y–y

Moment of inertiaIy
1.75in⁴
Elastic section modulusSy
0.825in³
Plastic section modulusZy
1.48in³
Radius of gyrationry
0.91in

Principal axes

Moment of inertia, minor principal axisIz
0.716in⁴
Section modulus, minor principal axisSz
0.573in³
Radius of gyration, minor principal axisrz
0.581in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.101in⁴
Warping constantCw
0.0652in⁶
Polar radius (shear center)r̄o
1.62in
Flexural constantH
0.63

Centers

Centroidx̄
0.884in
Centroidȳ
0.884in
Plastic neutral axisxp
0.352in
Plastic neutral axisyp
0.352in

Slenderness ratios

Wall slendernessb/t
8

Equivalents in other standards