Dimensions and section properties for W14X61

Structural sectional properties for a W14X61 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X61
Cross Sectional AreaA17.9 in2
Section Widthb10 in
Section Depthd13.9 in
Flange thicknesstf0.645 in
Web thicknesstw0.375 in
Radius of Gyration about X-Xrx5.98 in
Radius of Gyrations about Y-Yry2.45 in
Moment of Inertia about X-XIx640 in4
Moment of Intertia about Y-YIy107 in4
Elastic Section Modulus about X-XSx92.1 in3
Elastic Section Modulus about Y-YSy21.5 in3
Plastic Section Modulus about X-XZx102 in3
Plastic Section Modulus about Y-YZy32.8 in3
St. Venant Torsional ConstantJ2.19 in4
Warping Torsion ConstantCw4710 in6
Self Weight of sectionWeight61 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X61
Cross Sectional AreaA11548 mm2
Section Widthb254 mm
Section Depthd353 mm
Flange thicknesstf16.4 mm
Web thicknesstw9.5 mm
Radius of Gyration about X-Xrx152 mm
Radius of Gyrations about Y-Yry62 mm
Moment of Inertia about X-XIx266000000 mm4
Moment of Intertia about Y-YIy45000000 mm4
Elastic Section Modulus about X-XSx1509000 mm3
Elastic Section Modulus about Y-YSy352000 mm3
Plastic Section Modulus about X-XZx1671000 mm3
Plastic Section Modulus about Y-YZy537000 mm3
St. Venant Torsional ConstantJ912000 mm4
Warping Torsion ConstantCw1265000000000 mm6
Self Weight of sectionWeight91 kg/m

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

A W14X61 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 61 lb/ft and has a cross sectional area of 17.9 in2. The height and width of the section are 13.9 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