Dimensions and section properties for 2L6X4X0.5625X0.750SLBB

Structural sectional properties for a 2L6X4X0.5625X0.750SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.5625X0.750SLBB
Cross Sectional AreaA10.6 in2
Section Widthb6 in
Section Depthd4 in
Flange thicknesstf0.563 in
Web thicknesstw0.563 in
Radius of Gyration about X-Xrx1.14 in
Radius of Gyrations about Y-Yry3.04 in
Moment of Inertia about X-XIx13.7 in4
Moment of Intertia about Y-YIy98 in4
Elastic Section Modulus about X-XSx4.58 in3
Elastic Section Modulus about Y-YSy15.4 in3
Plastic Section Modulus about X-XZx8.26 in3
Plastic Section Modulus about Y-YZy25.2 in3
Self Weight of sectionWeight36.2 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.5625X0.750SLBB
Cross Sectional AreaA6839 mm2
Section Widthb152 mm
Section Depthd102 mm
Flange thicknesstf14.3 mm
Web thicknesstw14.3 mm
Radius of Gyration about X-Xrx29 mm
Radius of Gyrations about Y-Yry77 mm
Moment of Inertia about X-XIx6000000 mm4
Moment of Intertia about Y-YIy41000000 mm4
Elastic Section Modulus about X-XSx75000 mm3
Elastic Section Modulus about Y-YSy252000 mm3
Plastic Section Modulus about X-XZx135000 mm3
Plastic Section Modulus about Y-YZy413000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight54 kg/m

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

A 2L6X4X0.5625X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 36.2 lb/ft and has a cross sectional area of 10.6 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