Dimensions and section properties for 2L2.5X2X0.375X0.750SLBB

Structural sectional properties for a 2L2.5X2X0.375X0.750SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X2X0.375X0.750SLBB
Cross Sectional AreaA3.1 in2
Section Widthb2.5 in
Section Depthd2 in
Flange thicknesstf0.375 in
Web thicknesstw0.375 in
Radius of Gyration about X-Xrx0.574 in
Radius of Gyrations about Y-Yry1.42 in
Moment of Inertia about X-XIx1.03 in4
Moment of Intertia about Y-YIy6.25 in4
Elastic Section Modulus about X-XSx0.722 in3
Elastic Section Modulus about Y-YSy2.17 in3
Plastic Section Modulus about X-XZx1.31 in3
Plastic Section Modulus about Y-YZy3.72 in3
Self Weight of sectionWeight10.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X2X0.375X0.750SLBB
Cross Sectional AreaA2000 mm2
Section Widthb64 mm
Section Depthd51 mm
Flange thicknesstf9.5 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx15 mm
Radius of Gyrations about Y-Yry36 mm
Moment of Inertia about X-XIx0 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx12000 mm3
Elastic Section Modulus about Y-YSy36000 mm3
Plastic Section Modulus about X-XZx21000 mm3
Plastic Section Modulus about Y-YZy61000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight16 kg/m

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

A 2L2.5X2X0.375X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 10.6 lb/ft and has a cross sectional area of 3.1 in2. The height and width of the section are 2 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