Dimensions and section properties for 2L3.5X3X0.500X0.375SLBB

Structural sectional properties for a 2L3.5X3X0.500X0.375SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.500X0.375SLBB
Cross Sectional AreaA6.04 in2
Section Widthb3.5 in
Section Depthd3 in
Flange thicknesstf0.5 in
Web thicknesstw0.5 in
Radius of Gyration about X-Xrx0.877 in
Radius of Gyrations about Y-Yry1.69 in
Moment of Inertia about X-XIx4.65 in4
Moment of Intertia about Y-YIy17.3 in4
Elastic Section Modulus about X-XSx2.18 in3
Elastic Section Modulus about Y-YSy4.69 in3
Plastic Section Modulus about X-XZx3.94 in3
Plastic Section Modulus about Y-YZy7.9 in3
Self Weight of sectionWeight20.4 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X3X0.500X0.375SLBB
Cross Sectional AreaA3897 mm2
Section Widthb89 mm
Section Depthd76 mm
Flange thicknesstf12.7 mm
Web thicknesstw12.7 mm
Radius of Gyration about X-Xrx22 mm
Radius of Gyrations about Y-Yry43 mm
Moment of Inertia about X-XIx2000000 mm4
Moment of Intertia about Y-YIy7000000 mm4
Elastic Section Modulus about X-XSx36000 mm3
Elastic Section Modulus about Y-YSy77000 mm3
Plastic Section Modulus about X-XZx65000 mm3
Plastic Section Modulus about Y-YZy129000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight30 kg/m

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

A 2L3.5X3X0.500X0.375SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 20.4 lb/ft and has a cross sectional area of 6.04 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