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

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

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.625X0.750LLBB
Cross Sectional AreaA11.7 in2
Section Widthb6 in
Section Depthd4 in
Flange thicknesstf0.625 in
Web thicknesstw0.625 in
Radius of Gyration about X-Xrx1.89 in
Radius of Gyrations about Y-Yry1.8 in
Moment of Inertia about X-XIx42 in4
Moment of Intertia about Y-YIy37.9 in4
Elastic Section Modulus about X-XSx10.6 in3
Elastic Section Modulus about Y-YSy8.66 in3
Plastic Section Modulus about X-XZx18.9 in3
Plastic Section Modulus about Y-YZy16.5 in3
Self Weight of sectionWeight40 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.625X0.750LLBB
Cross Sectional AreaA7548 mm2
Section Widthb152 mm
Section Depthd102 mm
Flange thicknesstf15.9 mm
Web thicknesstw15.9 mm
Radius of Gyration about X-Xrx48 mm
Radius of Gyrations about Y-Yry46 mm
Moment of Inertia about X-XIx17000000 mm4
Moment of Intertia about Y-YIy16000000 mm4
Elastic Section Modulus about X-XSx174000 mm3
Elastic Section Modulus about Y-YSy142000 mm3
Plastic Section Modulus about X-XZx310000 mm3
Plastic Section Modulus about Y-YZy270000 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 2L6X4X0.625X0.750LLBB 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