Dimensions and section properties for 2L3.5X2.5X0.375X0.750SLBB

Structural sectional properties for a 2L3.5X2.5X0.375X0.750SLBB standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X2.5X0.375X0.750SLBB
Cross Sectional AreaA4.24 in2
Section Widthb3.5 in
Section Depthd2.5 in
Flange thicknesstf0.375 in
Web thicknesstw0.375 in
Radius of Gyration about X-Xrx0.716 in
Radius of Gyrations about Y-Yry1.88 in
Moment of Inertia about X-XIx2.17 in4
Moment of Intertia about Y-YIy15 in4
Elastic Section Modulus about X-XSx1.18 in3
Elastic Section Modulus about Y-YSy3.87 in3
Plastic Section Modulus about X-XZx2.13 in3
Plastic Section Modulus about Y-YZy6.47 in3
Self Weight of sectionWeight14.4 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationType2L
Section NameName2L3.5X2.5X0.375X0.750SLBB
Cross Sectional AreaA2735 mm2
Section Widthb89 mm
Section Depthd64 mm
Flange thicknesstf9.5 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx18 mm
Radius of Gyrations about Y-Yry48 mm
Moment of Inertia about X-XIx1000000 mm4
Moment of Intertia about Y-YIy6000000 mm4
Elastic Section Modulus about X-XSx19000 mm3
Elastic Section Modulus about Y-YSy63000 mm3
Plastic Section Modulus about X-XZx35000 mm3
Plastic Section Modulus about Y-YZy106000 mm3
St. Venant Torsional ConstantJNaN mm4
Warping Torsion ConstantCwNaN mm6
Self Weight of sectionWeight21 kg/m

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

A 2L3.5X2.5X0.375X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 14.4 lb/ft and has a cross sectional area of 4.24 in2. The height and width of the section are 2.5 in and 3.5 in respectively.

The section has a tensile yield capacity of:

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The section has a flexural plastic moment capacity of:

kip-ft

The section has a flexural elastic moment capacity of:

kip-ft