Dimensions and section properties for 2L3X2.5X0.1875SLBB

Structural sectional properties for a 2L3X2.5X0.1875SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3X2.5X0.1875SLBB
Cross Sectional AreaA2 in2
Section Widthb3 in
Section Depthd2.5 in
Flange thicknesstf0.188 in
Web thicknesstw0.188 in
Radius of Gyration about X-Xrx0.753 in
Radius of Gyrations about Y-Yry1.29 in
Moment of Inertia about X-XIx1.14 in4
Moment of Intertia about Y-YIy3.33 in4
Elastic Section Modulus about X-XSx0.606 in3
Elastic Section Modulus about Y-YSy1.11 in3
Plastic Section Modulus about X-XZx1.07 in3
Plastic Section Modulus about Y-YZy1.75 in3
Self Weight of sectionWeight6.78 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3X2.5X0.1875SLBB
Cross Sectional AreaA1290 mm2
Section Widthb76 mm
Section Depthd64 mm
Flange thicknesstf4.8 mm
Web thicknesstw4.8 mm
Radius of Gyration about X-Xrx19 mm
Radius of Gyrations about Y-Yry33 mm
Moment of Inertia about X-XIx0 mm4
Moment of Intertia about Y-YIy1000000 mm4
Elastic Section Modulus about X-XSx10000 mm3
Elastic Section Modulus about Y-YSy18000 mm3
Plastic Section Modulus about X-XZx18000 mm3
Plastic Section Modulus about Y-YZy29000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight10 kg/m

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

A 2L3X2.5X0.1875SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 6.78 lb/ft and has a cross sectional area of 2 in2. The height and width of the section are 2.5 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