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

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

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L5X3.5X0.625X0.750SLBB
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-Xrx0.987 in
Radius of Gyrations about Y-Yry2.59 in
Moment of Inertia about X-XIx9.6 in4
Moment of Intertia about Y-YIy66.1 in4
Elastic Section Modulus about X-XSx3.76 in3
Elastic Section Modulus about Y-YSy12.3 in3
Plastic Section Modulus about X-XZx6.87 in3
Plastic Section Modulus about Y-YZy20.4 in3
Self Weight of sectionWeight33.6 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L5X3.5X0.625X0.750SLBB
Cross Sectional AreaA6361 mm2
Section Widthb127 mm
Section Depthd89 mm
Flange thicknesstf15.9 mm
Web thicknesstw15.9 mm
Radius of Gyration about X-Xrx25 mm
Radius of Gyrations about Y-Yry66 mm
Moment of Inertia about X-XIx4000000 mm4
Moment of Intertia about Y-YIy28000000 mm4
Elastic Section Modulus about X-XSx62000 mm3
Elastic Section Modulus about Y-YSy202000 mm3
Plastic Section Modulus about X-XZx113000 mm3
Plastic Section Modulus about Y-YZy334000 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 2L5X3.5X0.625X0.750SLBB 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