Dimensions and section properties for W10X49

Structural sectional properties for a W10X49 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X49
Cross Sectional AreaA14.4 in2
Section Widthb10 in
Section Depthd10 in
Flange thicknesstf0.56 in
Web thicknesstw0.34 in
Radius of Gyration about X-Xrx4.35 in
Radius of Gyrations about Y-Yry2.54 in
Moment of Inertia about X-XIx272 in4
Moment of Intertia about Y-YIy93.4 in4
Elastic Section Modulus about X-XSx54.6 in3
Elastic Section Modulus about Y-YSy18.7 in3
Plastic Section Modulus about X-XZx60.4 in3
Plastic Section Modulus about Y-YZy28.3 in3
St. Venant Torsional ConstantJ1.39 in4
Warping Torsion ConstantCw2070 in6
Self Weight of sectionWeight49 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X49
Cross Sectional AreaA9290 mm2
Section Widthb254 mm
Section Depthd254 mm
Flange thicknesstf14.2 mm
Web thicknesstw8.6 mm
Radius of Gyration about X-Xrx110 mm
Radius of Gyrations about Y-Yry65 mm
Moment of Inertia about X-XIx113000000 mm4
Moment of Intertia about Y-YIy39000000 mm4
Elastic Section Modulus about X-XSx895000 mm3
Elastic Section Modulus about Y-YSy306000 mm3
Plastic Section Modulus about X-XZx990000 mm3
Plastic Section Modulus about Y-YZy464000 mm3
St. Venant Torsional ConstantJ579000 mm4
Warping Torsion ConstantCw556000000000 mm6
Self Weight of sectionWeight73 kg/m

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

A W10X49 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 49 lb/ft and has a cross sectional area of 14.4 in2. The height and width of the section are 10 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