Dimensions and section properties for W14X26

Structural sectional properties for a W14X26 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X26
Cross Sectional AreaA7.69 in2
Section Widthb5.03 in
Section Depthd13.9 in
Flange thicknesstf0.42 in
Web thicknesstw0.255 in
Radius of Gyration about X-Xrx5.65 in
Radius of Gyrations about Y-Yry1.08 in
Moment of Inertia about X-XIx245 in4
Moment of Intertia about Y-YIy8.91 in4
Elastic Section Modulus about X-XSx35.3 in3
Elastic Section Modulus about Y-YSy3.55 in3
Plastic Section Modulus about X-XZx40.2 in3
Plastic Section Modulus about Y-YZy5.54 in3
St. Venant Torsional ConstantJ0.358 in4
Warping Torsion ConstantCw405 in6
Self Weight of sectionWeight26 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X26
Cross Sectional AreaA4961 mm2
Section Widthb128 mm
Section Depthd353 mm
Flange thicknesstf10.7 mm
Web thicknesstw6.5 mm
Radius of Gyration about X-Xrx144 mm
Radius of Gyrations about Y-Yry27 mm
Moment of Inertia about X-XIx102000000 mm4
Moment of Intertia about Y-YIy4000000 mm4
Elastic Section Modulus about X-XSx578000 mm3
Elastic Section Modulus about Y-YSy58000 mm3
Plastic Section Modulus about X-XZx659000 mm3
Plastic Section Modulus about Y-YZy91000 mm3
St. Venant Torsional ConstantJ149000 mm4
Warping Torsion ConstantCw109000000000 mm6
Self Weight of sectionWeight39 kg/m

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

A W14X26 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 26 lb/ft and has a cross sectional area of 7.69 in2. The height and width of the section are 13.9 in and 5.03 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