Dimensions and section properties for 2L3X2X0.250X0.750LLBB

Structural sectional properties for a 2L3X2X0.250X0.750LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3X2X0.250X0.750LLBB
Cross Sectional AreaA2.4 in2
Section Widthb3 in
Section Depthd2 in
Flange thicknesstf0.25 in
Web thicknesstw0.25 in
Radius of Gyration about X-Xrx0.953 in
Radius of Gyrations about Y-Yry1.03 in
Moment of Inertia about X-XIx2.18 in4
Moment of Intertia about Y-YIy2.55 in4
Elastic Section Modulus about X-XSx1.08 in3
Elastic Section Modulus about Y-YSy1.07 in3
Plastic Section Modulus about X-XZx1.94 in3
Plastic Section Modulus about Y-YZy2.07 in3
Self Weight of sectionWeight8.2 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3X2X0.250X0.750LLBB
Cross Sectional AreaA1548 mm2
Section Widthb76 mm
Section Depthd51 mm
Flange thicknesstf6.4 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx24 mm
Radius of Gyrations about Y-Yry26 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy1000000 mm4
Elastic Section Modulus about X-XSx18000 mm3
Elastic Section Modulus about Y-YSy18000 mm3
Plastic Section Modulus about X-XZx32000 mm3
Plastic Section Modulus about Y-YZy34000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight12 kg/m

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

A 2L3X2X0.250X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 8.2 lb/ft and has a cross sectional area of 2.4 in2. The height and width of the section are 2 in and 3 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