Dimensions and section properties for W10X112

Structural sectional properties for a W10X112 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X112
Cross Sectional AreaA32.9 in2
Section Widthb10.4 in
Section Depthd11.4 in
Flange thicknesstf1.25 in
Web thicknesstw0.755 in
Radius of Gyration about X-Xrx4.66 in
Radius of Gyrations about Y-Yry2.68 in
Moment of Inertia about X-XIx716 in4
Moment of Intertia about Y-YIy236 in4
Elastic Section Modulus about X-XSx126 in3
Elastic Section Modulus about Y-YSy45.3 in3
Plastic Section Modulus about X-XZx147 in3
Plastic Section Modulus about Y-YZy69.2 in3
St. Venant Torsional ConstantJ15.1 in4
Warping Torsion ConstantCw6020 in6
Self Weight of sectionWeight112 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X112
Cross Sectional AreaA21226 mm2
Section Widthb264 mm
Section Depthd290 mm
Flange thicknesstf31.8 mm
Web thicknesstw19.2 mm
Radius of Gyration about X-Xrx118 mm
Radius of Gyrations about Y-Yry68 mm
Moment of Inertia about X-XIx298000000 mm4
Moment of Intertia about Y-YIy98000000 mm4
Elastic Section Modulus about X-XSx2065000 mm3
Elastic Section Modulus about Y-YSy742000 mm3
Plastic Section Modulus about X-XZx2409000 mm3
Plastic Section Modulus about Y-YZy1134000 mm3
St. Venant Torsional ConstantJ6285000 mm4
Warping Torsion ConstantCw1617000000000 mm6
Self Weight of sectionWeight167 kg/m

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

A W10X112 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 112 lb/ft and has a cross sectional area of 32.9 in2. The height and width of the section are 11.4 in and 10.4 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