Dimensions and section properties for 2L2.5X1.5X0.250X0.750LLBB

Structural sectional properties for a 2L2.5X1.5X0.250X0.750LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X1.5X0.250X0.750LLBB
Cross Sectional AreaA1.89 in2
Section Widthb2.5 in
Section Depthd1.5 in
Flange thicknesstf0.25 in
Web thicknesstw0.25 in
Radius of Gyration about X-Xrx0.79 in
Radius of Gyrations about Y-Yry0.85 in
Moment of Inertia about X-XIx1.19 in4
Moment of Intertia about Y-YIy1.37 in4
Elastic Section Modulus about X-XSx0.728 in3
Elastic Section Modulus about Y-YSy0.731 in3
Plastic Section Modulus about X-XZx1.29 in3
Plastic Section Modulus about Y-YZy1.41 in3
Self Weight of sectionWeight6.38 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X1.5X0.250X0.750LLBB
Cross Sectional AreaA1219 mm2
Section Widthb64 mm
Section Depthd38 mm
Flange thicknesstf6.4 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx20 mm
Radius of Gyrations about Y-Yry22 mm
Moment of Inertia about X-XIx0 mm4
Moment of Intertia about Y-YIy1000000 mm4
Elastic Section Modulus about X-XSx12000 mm3
Elastic Section Modulus about Y-YSy12000 mm3
Plastic Section Modulus about X-XZx21000 mm3
Plastic Section Modulus about Y-YZy23000 mm3
St. Venant Torsional ConstantJNaN mm4
Self Weight of sectionWeight9 kg/m

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

A 2L2.5X1.5X0.250X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 1.5 in (38 mm) and 2.5 in (64 mm) respectively. It weighs 6.38 lb/ft (9 kg/m) and has a cross sectional area of 1.89 in2 (1219 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