Dimensions and section properties for W10X88

Structural sectional properties for a W10X88 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X88
Cross Sectional AreaA26 in2
Section Widthb10.3 in
Section Depthd10.8 in
Flange thicknesstf0.99 in
Web thicknesstw0.605 in
Radius of Gyration about X-Xrx4.54 in
Radius of Gyrations about Y-Yry2.63 in
Moment of Inertia about X-XIx534 in4
Moment of Intertia about Y-YIy179 in4
Elastic Section Modulus about X-XSx98.5 in3
Elastic Section Modulus about Y-YSy34.8 in3
Plastic Section Modulus about X-XZx113 in3
Plastic Section Modulus about Y-YZy53.1 in3
St. Venant Torsional ConstantJ7.53 in4
Warping Torsion ConstantCw4330 in6
Self Weight of sectionWeight88 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X88
Cross Sectional AreaA16774 mm2
Section Widthb262 mm
Section Depthd274 mm
Flange thicknesstf25.1 mm
Web thicknesstw15.4 mm
Radius of Gyration about X-Xrx115 mm
Radius of Gyrations about Y-Yry67 mm
Moment of Inertia about X-XIx222000000 mm4
Moment of Intertia about Y-YIy75000000 mm4
Elastic Section Modulus about X-XSx1614000 mm3
Elastic Section Modulus about Y-YSy570000 mm3
Plastic Section Modulus about X-XZx1852000 mm3
Plastic Section Modulus about Y-YZy870000 mm3
St. Venant Torsional ConstantJ3134000 mm4
Warping Torsion ConstantCw1163000000000 mm6
Self Weight of sectionWeight131 kg/m

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

A W10X88 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 88 lb/ft and has a cross sectional area of 26 in2. The height and width of the section are 10.8 in and 10.3 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