Dimensions and section properties for 2L6X4X0.875LLBB

Structural sectional properties for a 2L6X4X0.875LLBB standard steel section

US Customary Units

Description	Symbol	Value
Shape Category / Designation	Type	2L
Section Name	Name	2L6X4X0.875LLBB
Cross Sectional Area	A	16 in²
Section Width	b	6 in
Section Depth	d	4 in
Flange thickness	tf	0.875 in
Web thickness	tw	0.875 in
Radius of Gyration about X-X	rx	1.86 in
Radius of Gyrations about Y-Y	ry	1.57 in
Moment of Inertia about X-X	Ix	55.4 in⁴
Moment of Intertia about Y-Y	Iy	39.4 in⁴
Elastic Section Modulus about X-X	Sx	14.3 in³
Elastic Section Modulus about Y-Y	Sy	9.85 in³
Plastic Section Modulus about X-X	Zx	25.4 in³
Plastic Section Modulus about Y-Y	Zy	17.9 in³
Self Weight of section	Weight	54.4 lb/ft

Metric Units

Description	Symbol	Value
Shape Category / Designation	Type	2L
Section Name	Name	2L6X4X0.875LLBB
Cross Sectional Area	A	10323 mm²
Section Width	b	152 mm
Section Depth	d	102 mm
Flange thickness	tf	22.2 mm
Web thickness	tw	22.2 mm
Radius of Gyration about X-X	rx	47 mm
Radius of Gyrations about Y-Y	ry	40 mm
Moment of Inertia about X-X	Ix	23000000 mm⁴
Moment of Intertia about Y-Y	Iy	16000000 mm⁴
Elastic Section Modulus about X-X	Sx	234000 mm³
Elastic Section Modulus about Y-Y	Sy	161000 mm³
Plastic Section Modulus about X-X	Zx	416000 mm³
Plastic Section Modulus about Y-Y	Zy	293000 mm³
St. Venant Torsional Constant	J	NaN mm⁴
Warping Torsion Constant	Cw	NaN mm⁶
Self Weight of section	Weight	81 kg/m

Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.

A 2L6X4X0.875LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 54.4 lb/ft and has a cross sectional area of 16 in². The height and width of the section are 4 in and 6 in respectively.

The section has a tensile yield capacity of:

kip

The section has a flexural plastic moment capacity of:

kip-ft

The section has a flexural elastic moment capacity of:

kip-ft