Dimensions and section properties for 2L5X3.5X0.625X0.750LLBB

Structural sectional properties for a 2L5X3.5X0.625X0.750LLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L5X3.5X0.625X0.750LLBB
Cross Sectional AreaA9.86 in2
Section Widthb5 in
Section Depthd3.5 in
Flange thicknesstf0.625 in
Web thicknesstw0.625 in
Radius of Gyration about X-Xrx1.56 in
Radius of Gyrations about Y-Yry1.65 in
Moment of Inertia about X-XIx24 in4
Moment of Intertia about Y-YIy26.8 in4
Elastic Section Modulus about X-XSx7.26 in3
Elastic Section Modulus about Y-YSy6.92 in3
Plastic Section Modulus about X-XZx13 in3
Plastic Section Modulus about Y-YZy13 in3
Self Weight of sectionWeight33.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L5X3.5X0.625X0.750LLBB
Cross Sectional AreaA6361 mm2
Section Widthb127 mm
Section Depthd89 mm
Flange thicknesstf15.9 mm
Web thicknesstw15.9 mm
Radius of Gyration about X-Xrx40 mm
Radius of Gyrations about Y-Yry42 mm
Moment of Inertia about X-XIx10000000 mm4
Moment of Intertia about Y-YIy11000000 mm4
Elastic Section Modulus about X-XSx119000 mm3
Elastic Section Modulus about Y-YSy113000 mm3
Plastic Section Modulus about X-XZx213000 mm3
Plastic Section Modulus about Y-YZy213000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight50 kg/m

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

A 2L5X3.5X0.625X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 33.6 lb/ft and has a cross sectional area of 9.86 in2. The height and width of the section are 3.5 in and 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