Dimensions and section properties for W14X145

Structural sectional properties for a W14X145 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X145
Cross Sectional AreaA42.7 in2
Section Widthb15.5 in
Section Depthd14.8 in
Flange thicknesstf1.09 in
Web thicknesstw0.68 in
Radius of Gyration about X-Xrx6.33 in
Radius of Gyrations about Y-Yry3.98 in
Moment of Inertia about X-XIx1710 in4
Moment of Intertia about Y-YIy677 in4
Elastic Section Modulus about X-XSx232 in3
Elastic Section Modulus about Y-YSy87.3 in3
Plastic Section Modulus about X-XZx260 in3
Plastic Section Modulus about Y-YZy133 in3
St. Venant Torsional ConstantJ15.2 in4
Warping Torsion ConstantCw31700 in6
Self Weight of sectionWeight145 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X145
Cross Sectional AreaA27548 mm2
Section Widthb394 mm
Section Depthd376 mm
Flange thicknesstf27.7 mm
Web thicknesstw17.3 mm
Radius of Gyration about X-Xrx161 mm
Radius of Gyrations about Y-Yry101 mm
Moment of Inertia about X-XIx712000000 mm4
Moment of Intertia about Y-YIy282000000 mm4
Elastic Section Modulus about X-XSx3802000 mm3
Elastic Section Modulus about Y-YSy1431000 mm3
Plastic Section Modulus about X-XZx4261000 mm3
Plastic Section Modulus about Y-YZy2179000 mm3
St. Venant Torsional ConstantJ6327000 mm4
Warping Torsion ConstantCw8513000000000 mm6
Self Weight of sectionWeight216 kg/m

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

A W14X145 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 145 lb/ft and has a cross sectional area of 42.7 in2. The height and width of the section are 14.8 in and 15.5 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