Dimensions and section properties for W14X193

Structural sectional properties for a W14X193 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X193
Cross Sectional AreaA56.8 in2
Section Widthb15.7 in
Section Depthd15.5 in
Flange thicknesstf1.44 in
Web thicknesstw0.89 in
Radius of Gyration about X-Xrx6.5 in
Radius of Gyrations about Y-Yry4.05 in
Moment of Inertia about X-XIx2400 in4
Moment of Intertia about Y-YIy931 in4
Elastic Section Modulus about X-XSx310 in3
Elastic Section Modulus about Y-YSy119 in3
Plastic Section Modulus about X-XZx355 in3
Plastic Section Modulus about Y-YZy180 in3
St. Venant Torsional ConstantJ34.8 in4
Warping Torsion ConstantCw45900 in6
Self Weight of sectionWeight193 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X193
Cross Sectional AreaA36645 mm2
Section Widthb399 mm
Section Depthd394 mm
Flange thicknesstf36.6 mm
Web thicknesstw22.6 mm
Radius of Gyration about X-Xrx165 mm
Radius of Gyrations about Y-Yry103 mm
Moment of Inertia about X-XIx999000000 mm4
Moment of Intertia about Y-YIy388000000 mm4
Elastic Section Modulus about X-XSx5080000 mm3
Elastic Section Modulus about Y-YSy1950000 mm3
Plastic Section Modulus about X-XZx5817000 mm3
Plastic Section Modulus about Y-YZy2950000 mm3
St. Venant Torsional ConstantJ14485000 mm4
Warping Torsion ConstantCw12326000000000 mm6
Self Weight of sectionWeight287 kg/m

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

A W14X193 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 193 lb/ft and has a cross sectional area of 56.8 in2. The height and width of the section are 15.5 in and 15.7 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