Angles (L)

L3-1/2X3-1/2X1/4 L89X89X6.4

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 = 3.5d = 3.5t = 0.25t = 0.25
Cross-section, to scaledimensions in inches

Dimensions

Depthd
3.5in
Widthb
3.5in
Thicknesst
0.25in
Distance k (design)kdes
0.625in
Distance k (detailing)kdet
0.625in

Mass and area

Mass per lengthm
5.8lb/ft
Cross-sectional areaA
1.7in²

Strong axis x–x

Moment of inertiaIx
2in⁴
Elastic section modulusSx
0.787in³
Plastic section modulusZx
1.41in³
Radius of gyrationrx
1.09in

Weak axis y–y

Moment of inertiaIy
2in⁴
Elastic section modulusSy
0.787in³
Plastic section modulusZy
1.41in³
Radius of gyrationry
1.09in

Principal axes

Moment of inertia, minor principal axisIz
0.802in⁴
Section modulus, minor principal axisSz
0.594in³
Radius of gyration, minor principal axisrz
0.688in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
0.0386in⁴
Warping constantCw
0.0334in⁶
Polar radius (shear center)r̄o
1.93in
Flexural constantH
0.63

Centers

Centroidx̄
0.954in
Centroidȳ
0.954in
Plastic neutral axisxp
0.243in
Plastic neutral axisyp
0.243in

Slenderness ratios

Wall slendernessb/t
14

Equivalents in other standards