Angles (L)

L10X10X1-3/8 L254X254X34.9

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 = 1.38t = 1.38
Cross-section, to scaledimensions in inches

Dimensions

Depthd
10in
Widthb
10in
Thicknesst
1.38in
Distance k (design)kdes
2.18in
Distance k (detailing)kdet
2.188in

Mass and area

Mass per lengthm
87.1lb/ft
Cross-sectional areaA
25.6in²

Strong axis x–x

Moment of inertiaIx
231in⁴
Elastic section modulusSx
33in³
Plastic section modulusZx
59.9in³
Radius of gyrationrx
3in

Weak axis y–y

Moment of inertiaIy
231in⁴
Elastic section modulusSy
33in³
Plastic section modulusZy
59.8in³
Radius of gyrationry
3in

Principal axes

Moment of inertia, minor principal axisIz
93.3in⁴
Section modulus, minor principal axisSz
22in³
Radius of gyration, minor principal axisrz
1.91in
Tangent of principal axis angletan α
1

Torsion and stability

Torsional constantJ
16.4in⁴
Warping constantCw
118in⁶
Polar radius (shear center)r̄o
5.36in
Flexural constantH
0.629

Centers

Centroidx̄
3in
Centroidȳ
3in
Plastic neutral axisxp
1.28in
Plastic neutral axisyp
1.28in

Slenderness ratios

Wall slendernessb/t
7.25

Equivalents in other standards