Dimensions and section properties for W10X54

Structural sectional properties for a W10X54 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X54
Cross Sectional AreaA15.8 in2
Section Widthb10 in
Section Depthd10.1 in
Flange thicknesstf0.615 in
Web thicknesstw0.37 in
Radius of Gyration about X-Xrx4.37 in
Radius of Gyrations about Y-Yry2.56 in
Moment of Inertia about X-XIx303 in4
Moment of Intertia about Y-YIy103 in4
Elastic Section Modulus about X-XSx60 in3
Elastic Section Modulus about Y-YSy20.6 in3
Plastic Section Modulus about X-XZx66.6 in3
Plastic Section Modulus about Y-YZy31.3 in3
St. Venant Torsional ConstantJ1.82 in4
Warping Torsion ConstantCw2320 in6
Self Weight of sectionWeight54 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X54
Cross Sectional AreaA10194 mm2
Section Widthb254 mm
Section Depthd257 mm
Flange thicknesstf15.6 mm
Web thicknesstw9.4 mm
Radius of Gyration about X-Xrx111 mm
Radius of Gyrations about Y-Yry65 mm
Moment of Inertia about X-XIx126000000 mm4
Moment of Intertia about Y-YIy43000000 mm4
Elastic Section Modulus about X-XSx983000 mm3
Elastic Section Modulus about Y-YSy338000 mm3
Plastic Section Modulus about X-XZx1091000 mm3
Plastic Section Modulus about Y-YZy513000 mm3
St. Venant Torsional ConstantJ758000 mm4
Warping Torsion ConstantCw623000000000 mm6
Self Weight of sectionWeight80 kg/m

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

A W10X54 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 54 lb/ft and has a cross sectional area of 15.8 in2. The height and width of the section are 10.1 in and 10 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