Dimensions and section properties for 2L6X4X0.625X0.750SLBB

Structural sectional properties for a 2L6X4X0.625X0.750SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.625X0.750SLBB
Cross Sectional AreaA11.7 in2
Section Widthb6 in
Section Depthd4 in
Flange thicknesstf0.625 in
Web thicknesstw0.625 in
Radius of Gyration about X-Xrx1.13 in
Radius of Gyrations about Y-Yry3.06 in
Moment of Inertia about X-XIx15 in4
Moment of Intertia about Y-YIy110 in4
Elastic Section Modulus about X-XSx5.03 in3
Elastic Section Modulus about Y-YSy17.3 in3
Plastic Section Modulus about X-XZx9.13 in3
Plastic Section Modulus about Y-YZy28.2 in3
Self Weight of sectionWeight40 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.625X0.750SLBB
Cross Sectional AreaA7548 mm2
Section Widthb152 mm
Section Depthd102 mm
Flange thicknesstf15.9 mm
Web thicknesstw15.9 mm
Radius of Gyration about X-Xrx29 mm
Radius of Gyrations about Y-Yry78 mm
Moment of Inertia about X-XIx6000000 mm4
Moment of Intertia about Y-YIy46000000 mm4
Elastic Section Modulus about X-XSx82000 mm3
Elastic Section Modulus about Y-YSy283000 mm3
Plastic Section Modulus about X-XZx150000 mm3
Plastic Section Modulus about Y-YZy462000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight60 kg/m

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

A 2L6X4X0.625X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 40 lb/ft and has a cross sectional area of 11.7 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