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

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

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X1.5X0.250X0.750SLBB
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-Xrx0.409 in
Radius of Gyrations about Y-Yry1.469 in
Moment of Inertia about X-XIx0.316 in4
Moment of Intertia about Y-YIy4.08 in4
Elastic Section Modulus about X-XSx0.28 in3
Elastic Section Modulus about Y-YSy1.42 in3
Plastic Section Modulus about X-XZx1.12 in3
Plastic Section Modulus about Y-YZy2.35 in3
Self Weight of sectionWeight6.38 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X1.5X0.250X0.750SLBB
Cross Sectional AreaA1219 mm2
Section Widthb64 mm
Section Depthd38 mm
Flange thicknesstf6.4 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx10 mm
Radius of Gyrations about Y-Yry37 mm
Moment of Inertia about X-XIx0 mm4
Moment of Intertia about Y-YIy2000000 mm4
Elastic Section Modulus about X-XSx5000 mm3
Elastic Section Modulus about Y-YSy23000 mm3
Plastic Section Modulus about X-XZx18000 mm3
Plastic Section Modulus about Y-YZy39000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
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 2L2.5X1.5X0.250X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 6.38 lb/ft and has a cross sectional area of 1.89 in2. The height and width of the section are 1.5 in and 2.5 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