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

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


steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X2X0.375X0.750LLBB
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-Xrx0.766 in
Radius of Gyrations about Y-Yry1.11 in
Moment of Inertia about X-XIx1.83 in4
Moment of Intertia about Y-YIy3.82 in4
Elastic Section Modulus about X-XSx1.09 in3
Elastic Section Modulus about Y-YSy1.61 in3
Plastic Section Modulus about X-XZx1.96 in3
Plastic Section Modulus about Y-YZy2.95 in3
Self Weight of sectionWeight10.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L2.5X2X0.375X0.750LLBB
Cross Sectional AreaA2000 mm2
Section Widthb64 mm
Section Depthd51 mm
Flange thicknesstf9.5 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx19 mm
Radius of Gyrations about Y-Yry28 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy2000000 mm4
Elastic Section Modulus about X-XSx18000 mm3
Elastic Section Modulus about Y-YSy26000 mm3
Plastic Section Modulus about X-XZx32000 mm3
Plastic Section Modulus about Y-YZy48000 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 2L2.5X2X0.375X0.750LLBB 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