Angles (L)

L10X10X3/4 L254X254X19

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 = 10d = 10t = 0.75t = 0.75
Cross-section, to scaledimensions in inches

Dimensions

Depthd
10in
Widthb
10in
Thicknesst
0.75in
Distance k (design)kdes
1.55in
Distance k (detailing)kdet
1.563in

Mass and area

Mass per lengthm
49.1lb/ft
Cross-sectional areaA
14.5in²

Strong axis x–x

Moment of inertiaIx
139in⁴
Elastic section modulusSx
19.2in³
Plastic section modulusZx
34.6in³
Radius of gyrationrx
3.1in

Weak axis y–y

Moment of inertiaIy
139in⁴
Elastic section modulusSy
19.2in³
Plastic section modulusZy
34.6in³
Radius of gyrationry
3.1in

Principal axes

Moment of inertia, minor principal axisIz
55.7in⁴
Section modulus, minor principal axisSz
14.3in³
Radius of gyration, minor principal axisrz
1.96in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
2.8in⁴
Warping constantCw
20.9in⁶
Polar radius (shear center)r̄o
5.53in
Flexural constantH
0.628

Centers

Centroidx̄
2.76in
Centroidȳ
2.76in
Plastic neutral axisxp
0.725in
Plastic neutral axisyp
0.725in

Slenderness ratios

Wall slendernessb/t
13.3

Equivalents in other standards