Angles (L)

L3X2-1/2X3/8 L76X64X9.5

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 = 2.5t = 0.375t = 0.375
Cross-section, to scaledimensions in inches

Dimensions

Depthd
2.5in
Widthb
3in
Thicknesst
0.375in
Distance k (design)kdes
0.75in
Distance k (detailing)kdet
0.75in

Mass and area

Mass per lengthm
6.6lb/ft
Cross-sectional areaA
1.93in²

Strong axis x–x

Moment of inertiaIx
1.65in⁴
Elastic section modulusSx
0.803in³
Plastic section modulusZx
1.45in³
Radius of gyrationrx
0.924in

Weak axis y–y

Moment of inertiaIy
1.03in⁴
Elastic section modulusSy
0.573in³
Plastic section modulusZy
1.03in³
Radius of gyrationry
0.731in

Principal axes

Moment of inertia, minor principal axisIz
0.514in⁴
Section modulus, minor principal axisSz
0.463in³
Radius of gyration, minor principal axisrz
0.517in
Tangent of principal axis angletan α
0.675

Torsion and stability

Torsional constantJ
0.0943in⁴
Warping constantCw
0.0507in⁶
Polar radius (shear center)r̄o
1.49in

Centers

Centroidx̄
0.701in
Centroidȳ
0.949in
Plastic neutral axisxp
0.322in
Plastic neutral axisyp
0.427in

Slenderness ratios

Wall slendernessb/t
8

Equivalents in other standards