Dimensions and section properties for 2L6X4X0.375X0.750LLBB

Structural sectional properties for a 2L6X4X0.375X0.750LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.375X0.750LLBB
Cross Sectional AreaA7.22 in2
Section Widthb6 in
Section Depthd4 in
Flange thicknesstf0.375 in
Web thicknesstw0.375 in
Radius of Gyration about X-Xrx1.93 in
Radius of Gyrations about Y-Yry1.75 in
Moment of Inertia about X-XIx26.8 in4
Moment of Intertia about Y-YIy22.1 in4
Elastic Section Modulus about X-XSx6.6 in3
Elastic Section Modulus about Y-YSy5.05 in3
Plastic Section Modulus about X-XZx11.8 in3
Plastic Section Modulus about Y-YZy9.44 in3
Self Weight of sectionWeight24.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X4X0.375X0.750LLBB
Cross Sectional AreaA4658 mm2
Section Widthb152 mm
Section Depthd102 mm
Flange thicknesstf9.5 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx49 mm
Radius of Gyrations about Y-Yry44 mm
Moment of Inertia about X-XIx11000000 mm4
Moment of Intertia about Y-YIy9000000 mm4
Elastic Section Modulus about X-XSx108000 mm3
Elastic Section Modulus about Y-YSy83000 mm3
Plastic Section Modulus about X-XZx193000 mm3
Plastic Section Modulus about Y-YZy155000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight37 kg/m

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

A 2L6X4X0.375X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 24.6 lb/ft and has a cross sectional area of 7.22 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