Dimensions and section properties for W10X19

Structural sectional properties for a W10X19 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X19
Cross Sectional AreaA5.62 in2
Section Widthb4.02 in
Section Depthd10.2 in
Flange thicknesstf0.395 in
Web thicknesstw0.25 in
Radius of Gyration about X-Xrx4.14 in
Radius of Gyrations about Y-Yry0.874 in
Moment of Inertia about X-XIx96.3 in4
Moment of Intertia about Y-YIy4.29 in4
Elastic Section Modulus about X-XSx18.8 in3
Elastic Section Modulus about Y-YSy2.14 in3
Plastic Section Modulus about X-XZx21.6 in3
Plastic Section Modulus about Y-YZy3.35 in3
St. Venant Torsional ConstantJ0.233 in4
Warping Torsion ConstantCw104 in6
Self Weight of sectionWeight19 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW10X19
Cross Sectional AreaA3626 mm2
Section Widthb102 mm
Section Depthd259 mm
Flange thicknesstf10 mm
Web thicknesstw6.4 mm
Radius of Gyration about X-Xrx105 mm
Radius of Gyrations about Y-Yry22 mm
Moment of Inertia about X-XIx40000000 mm4
Moment of Intertia about Y-YIy2000000 mm4
Elastic Section Modulus about X-XSx308000 mm3
Elastic Section Modulus about Y-YSy35000 mm3
Plastic Section Modulus about X-XZx354000 mm3
Plastic Section Modulus about Y-YZy55000 mm3
St. Venant Torsional ConstantJ97000 mm4
Warping Torsion ConstantCw28000000000 mm6
Self Weight of sectionWeight28 kg/m

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

A W10X19 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 19 lb/ft and has a cross sectional area of 5.62 in2. The height and width of the section are 10.2 in and 4.02 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