Dimensions and section properties for 2L3.5X3X0.250SLBB

Structural sectional properties for a 2L3.5X3X0.250SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.250SLBB
Cross Sectional AreaA3.16 in2
Section Widthb3.5 in
Section Depthd3 in
Flange thicknesstf0.25 in
Web thicknesstw0.25 in
Radius of Gyration about X-Xrx0.908 in
Radius of Gyrations about Y-Yry1.5 in
Moment of Inertia about X-XIx2.61 in4
Moment of Intertia about Y-YIy7.11 in4
Elastic Section Modulus about X-XSx1.17 in3
Elastic Section Modulus about Y-YSy2.03 in3
Plastic Section Modulus about X-XZx2.08 in3
Plastic Section Modulus about Y-YZy3.22 in3
Self Weight of sectionWeight10.8 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.250SLBB
Cross Sectional AreaA2039 mm2
Section Widthb89 mm
Section Depthd76 mm
Flange thicknesstf6.4 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx23 mm
Radius of Gyrations about Y-Yry38 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx19000 mm3
Elastic Section Modulus about Y-YSy33000 mm3
Plastic Section Modulus about X-XZx34000 mm3
Plastic Section Modulus about Y-YZy53000 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 2L3.5X3X0.250SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 10.8 lb/ft and has a cross sectional area of 3.16 in2. The height and width of the section are 3 in and 3.5 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