L8x6x7/16 — Dimensions and Section Properties

Dimensions and key properties

L8x6x7/16 drawn to the proportions tabulated below, with the axes at the centroid, x̄ = 1.44″ and ȳ = 2.43″. z is the principal axis of least radius of gyration, the one a compression check uses. The toe radii are not drawn.

Weight: = 20.2 lb/ft
A: = 5.99 in²
d: = 8 in
b: = 6 in
t: = 0.438 in
Ix: = 39.3 in⁴
Sx: = 7.06 in³
Zx: = 12.9 in³
rx: = 2.56 in
ry: = 1.8 in
rz: = 1.31 in

Section properties

Property	Value	Unit	Description
Weight	20.2	lb/ft	Nominal weight per foot
A	5.99	in²	Cross-sectional area
d	8	in	Long leg
b	6	in	Short leg
t	0.438	in	Leg thickness
Ix	39.3	in⁴	Moment of inertia, strong axis
Sx	7.06	in³	Elastic section modulus, strong axis
Zx	12.9	in³	Plastic section modulus, strong axis
rx	2.56	in	Radius of gyration, strong axis
Iy	19.3	in⁴	Moment of inertia, weak axis
Sy	4.23	in³	Elastic section modulus, weak axis
Zy	7.5	in³	Plastic section modulus, weak axis
ry	1.8	in	Radius of gyration, weak axis
Iz	10.2	in⁴	Moment of inertia, principal z axis
Sz	3.52	in³	Elastic section modulus, principal z axis
rz	1.31	in	Radius of gyration, principal z axis

Other sizes in the L8x6 series

← L8x6x1/2 (heavier)All 7 L8x6 sizes

Nearby angles at a similar d

L10x10x3/4d 10 in · 49.1 lb/ft
L10x10x7/8d 10 in · 56.9 lb/ft
L12x12x1d 12 in · 77.8 lb/ft
L8x4x1/2d 8 in · 19.6 lb/ft
L8x4x9/16d 8 in · 21.9 lb/ft
L8x8x1/2d 8 in · 26.4 lb/ft

Relevant tools

Open L8x6x7/16 in the Steel Shape Properties Table
the full table, filtered to this size, ready to compare against another
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

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