Dimensions and section properties for 2L6X6X0.875X0.750

Structural sectional properties for a 2L6X6X0.875X0.750 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X6X0.875X0.750
Cross Sectional AreaA19.5 in2
Section Widthb6 in
Section Depthd6 in
Flange thicknesstf0.875 in
Web thicknesstw0.875 in
Radius of Gyration about X-Xrx1.81 in
Radius of Gyrations about Y-Yry2.84 in
Moment of Inertia about X-XIx63.8 in4
Moment of Intertia about Y-YIy157 in4
Elastic Section Modulus about X-XSx15.2 in3
Elastic Section Modulus about Y-YSy24.6 in3
Plastic Section Modulus about X-XZx27.4 in3
Plastic Section Modulus about Y-YZy42.6 in3
Self Weight of sectionWeight66.2 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L6X6X0.875X0.750
Cross Sectional AreaA12581 mm2
Section Widthb152 mm
Section Depthd152 mm
Flange thicknesstf22.2 mm
Web thicknesstw22.2 mm
Radius of Gyration about X-Xrx46 mm
Radius of Gyrations about Y-Yry72 mm
Moment of Inertia about X-XIx27000000 mm4
Moment of Intertia about Y-YIy65000000 mm4
Elastic Section Modulus about X-XSx249000 mm3
Elastic Section Modulus about Y-YSy403000 mm3
Plastic Section Modulus about X-XZx449000 mm3
Plastic Section Modulus about Y-YZy698000 mm3
St. Venant Torsional ConstantJNaN mm4
Self Weight of sectionWeight99 kg/m

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

A 2L6X6X0.875X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 6 in (152 mm) and 6 in (152 mm) respectively. It weighs 66.2 lb/ft (99 kg/m) and has a cross sectional area of 19.5 in2 (12581 mm2).

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