L10x10x1-3/8 — Dimensions and Section Properties

Dimensions and key properties

L10x10x1-3/8 drawn to the proportions tabulated below, with the axes at the centroid, x̄ = 3″ and ȳ = 3″. z is the principal axis of least radius of gyration, the one a compression check uses. The toe radii are not drawn.

Weight: = 87.1 lb/ft
A: = 25.6 in²
d: = 10 in
b: = 10 in
t: = 1.38 in
Ix: = 231 in⁴
Sx: = 33 in³
Zx: = 59.9 in³
rx: = 3 in
ry: = 3 in
rz: = 1.91 in

Section properties

Property	Value	Unit	Description
Weight	87.1	lb/ft	Nominal weight per foot
A	25.6	in²	Cross-sectional area
d	10	in	Long leg
b	10	in	Short leg
t	1.38	in	Leg thickness
Ix	231	in⁴	Moment of inertia, strong axis
Sx	33	in³	Elastic section modulus, strong axis
Zx	59.9	in³	Plastic section modulus, strong axis
rx	3	in	Radius of gyration, strong axis
Iy	231	in⁴	Moment of inertia, weak axis
Sy	33	in³	Elastic section modulus, weak axis
Zy	59.8	in³	Plastic section modulus, weak axis
ry	3	in	Radius of gyration, weak axis
Iz	93.3	in⁴	Moment of inertia, principal z axis
Sz	22	in³	Elastic section modulus, principal z axis
rz	1.91	in	Radius of gyration, principal z axis

Other sizes in the L10x10 series

All 6 L10x10 sizes L10x10x1-1/4 (lighter) →

Relevant tools

Steel Shape Properties Table
search and compare L10x10x1-3/8 against other sections
Beam Shear, Moment and Deflection Diagram Calculator
find the moment this section has to carry, and how far it deflects under load
ASTM A36
the preferred grade for angles

Need to source materials? Explore the STL NETWORK.