Dimensions and section properties for 2L6X3.5X0.375SLBB

Structural sectional properties for a 2L6X3.5X0.375SLBB standard steel section

US Customary Units

Description	Symbol	Value
Shape Category / Designation	Type	2L
Section Name	Name	2L6X3.5X0.375SLBB
Cross Sectional Area	A	6.88 in²
Section Width	b	6 in
Section Depth	d	3.5 in
Flange thickness	tf	0.375 in
Web thickness	tw	0.375 in
Radius of Gyration about X-X	rx	0.984 in
Radius of Gyrations about Y-Y	ry	2.8 in
Moment of Inertia about X-X	Ix	6.65 in⁴
Moment of Intertia about Y-Y	Iy	53.9 in⁴
Elastic Section Modulus about X-X	Sx	2.45 in³
Elastic Section Modulus about Y-Y	Sy	8.98 in³
Plastic Section Modulus about X-X	Zx	4.36 in³
Plastic Section Modulus about Y-Y	Zy	13.9 in³
Self Weight of section	Weight	23.4 lb/ft

Metric Units

Description	Symbol	Value
Shape Category / Designation	Type	2L
Section Name	Name	2L6X3.5X0.375SLBB
Cross Sectional Area	A	4439 mm²
Section Width	b	152 mm
Section Depth	d	89 mm
Flange thickness	tf	9.5 mm
Web thickness	tw	9.5 mm
Radius of Gyration about X-X	rx	25 mm
Radius of Gyrations about Y-Y	ry	71 mm
Moment of Inertia about X-X	Ix	3000000 mm⁴
Moment of Intertia about Y-Y	Iy	22000000 mm⁴
Elastic Section Modulus about X-X	Sx	40000 mm³
Elastic Section Modulus about Y-Y	Sy	147000 mm³
Plastic Section Modulus about X-X	Zx	71000 mm³
Plastic Section Modulus about Y-Y	Zy	228000 mm³
St. Venant Torsional Constant	J	NaN mm⁴
Warping Torsion Constant	Cw	NaN mm⁶
Self Weight of section	Weight	35 kg/m

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

A 2L6X3.5X0.375SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 23.4 lb/ft and has a cross sectional area of 6.88 in². The height and width of the section are 3.5 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