Dimensions and section properties for 2L3.5X3X0.250X0.750LLBB

Structural sectional properties for a 2L3.5X3X0.250X0.750LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.250X0.750LLBB
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-Xrx1.1 in
Radius of Gyrations about Y-Yry1.46 in
Moment of Inertia about X-XIx3.84 in4
Moment of Intertia about Y-YIy6.74 in4
Elastic Section Modulus about X-XSx1.55 in3
Elastic Section Modulus about Y-YSy2 in3
Plastic Section Modulus about X-XZx2.78 in3
Plastic Section Modulus about Y-YZy3.63 in3
Self Weight of sectionWeight10.8 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.250X0.750LLBB
Cross Sectional AreaA2039 mm2
Section Widthb89 mm
Section Depthd76 mm
Flange thicknesstf6.4 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx28 mm
Radius of Gyrations about Y-Yry37 mm
Moment of Inertia about X-XIx2000000 mm4
Moment of Intertia about Y-YIy3000000 mm4
Elastic Section Modulus about X-XSx25000 mm3
Elastic Section Modulus about Y-YSy33000 mm3
Plastic Section Modulus about X-XZx46000 mm3
Plastic Section Modulus about Y-YZy59000 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 2L3.5X3X0.250X0.750LLBB 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