Dimensions and section properties for 2L6X3.5X0.500X0.375LLBB

Structural sectional properties for a 2L6X3.5X0.500X0.375LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X3.5X0.500X0.375LLBB
Cross Sectional AreaA9 in2
Section Widthb6 in
Section Depthd3.5 in
Flange thicknesstf0.5 in
Web thicknesstw0.5 in
Radius of Gyration about X-Xrx1.92 in
Radius of Gyrations about Y-Yry1.4 in
Moment of Inertia about X-XIx33.2 in4
Moment of Intertia about Y-YIy17.6 in4
Elastic Section Modulus about X-XSx8.46 in3
Elastic Section Modulus about Y-YSy4.77 in3
Plastic Section Modulus about X-XZx15 in3
Plastic Section Modulus about Y-YZy9.15 in3
Self Weight of sectionWeight30.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X3.5X0.500X0.375LLBB
Cross Sectional AreaA5806 mm2
Section Widthb152 mm
Section Depthd89 mm
Flange thicknesstf12.7 mm
Web thicknesstw12.7 mm
Radius of Gyration about X-Xrx49 mm
Radius of Gyrations about Y-Yry36 mm
Moment of Inertia about X-XIx14000000 mm4
Moment of Intertia about Y-YIy7000000 mm4
Elastic Section Modulus about X-XSx139000 mm3
Elastic Section Modulus about Y-YSy78000 mm3
Plastic Section Modulus about X-XZx246000 mm3
Plastic Section Modulus about Y-YZy150000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight46 kg/m

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

A 2L6X3.5X0.500X0.375LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 30.6 lb/ft and has a cross sectional area of 9 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