Dimensions and section properties for W24X370

Structural sectional properties for a W24X370 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW24X370
Cross Sectional AreaA109 in2
Section Widthb13.7 in
Section Depthd28 in
Flange thicknesstf2.72 in
Web thicknesstw1.52 in
Radius of Gyration about X-Xrx11.1 in
Radius of Gyrations about Y-Yry3.27 in
Moment of Inertia about X-XIx13400 in4
Moment of Intertia about Y-YIy1160 in4
Elastic Section Modulus about X-XSx957 in3
Elastic Section Modulus about Y-YSy170 in3
Plastic Section Modulus about X-XZx1130 in3
Plastic Section Modulus about Y-YZy267 in3
St. Venant Torsional ConstantJ201 in4
Warping Torsion ConstantCw186000 in6
Self Weight of sectionWeight370 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW24X370
Cross Sectional AreaA70322 mm2
Section Widthb348 mm
Section Depthd711 mm
Flange thicknesstf69.1 mm
Web thicknesstw38.6 mm
Radius of Gyration about X-Xrx282 mm
Radius of Gyrations about Y-Yry83 mm
Moment of Inertia about X-XIx5578000000 mm4
Moment of Intertia about Y-YIy483000000 mm4
Elastic Section Modulus about X-XSx15682000 mm3
Elastic Section Modulus about Y-YSy2786000 mm3
Plastic Section Modulus about X-XZx18517000 mm3
Plastic Section Modulus about Y-YZy4375000 mm3
St. Venant Torsional ConstantJ83663000 mm4
Warping Torsion ConstantCw49948000000000 mm6
Self Weight of sectionWeight551 kg/m

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

A W24X370 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 370 lb/ft and has a cross sectional area of 109 in2. The height and width of the section are 28 in and 13.7 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