Dimensions and section properties for 2L4X3.5X0.375X0.750SLBB

Structural sectional properties for a 2L4X3.5X0.375X0.750SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L4X3.5X0.375X0.750SLBB
Cross Sectional AreaA5.36 in2
Section Widthb4 in
Section Depthd3.5 in
Flange thicknesstf0.375 in
Web thicknesstw0.375 in
Radius of Gyration about X-Xrx1.05 in
Radius of Gyrations about Y-Yry2 in
Moment of Inertia about X-XIx5.92 in4
Moment of Intertia about Y-YIy21.4 in4
Elastic Section Modulus about X-XSx2.32 in3
Elastic Section Modulus about Y-YSy4.89 in3
Plastic Section Modulus about X-XZx4.13 in3
Plastic Section Modulus about Y-YZy8.44 in3
Self Weight of sectionWeight18.2 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L4X3.5X0.375X0.750SLBB
Cross Sectional AreaA3458 mm2
Section Widthb102 mm
Section Depthd89 mm
Flange thicknesstf9.5 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx27 mm
Radius of Gyrations about Y-Yry51 mm
Moment of Inertia about X-XIx2000000 mm4
Moment of Intertia about Y-YIy9000000 mm4
Elastic Section Modulus about X-XSx38000 mm3
Elastic Section Modulus about Y-YSy80000 mm3
Plastic Section Modulus about X-XZx68000 mm3
Plastic Section Modulus about Y-YZy138000 mm3
St. Venant Torsional ConstantJNaN mm4
Self Weight of sectionWeight27 kg/m

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

A 2L4X3.5X0.375X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 3.5 in (89 mm) and 4 in (102 mm) respectively. It weighs 18.2 lb/ft (27 kg/m) and has a cross sectional area of 5.36 in2 (3458 mm2).

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