Dimensions and section properties for W14X370

Structural sectional properties for a W14X370 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X370
Cross Sectional AreaA109 in2
Section Widthb16.5 in
Section Depthd17.9 in
Flange thicknesstf2.66 in
Web thicknesstw1.66 in
Radius of Gyration about X-Xrx7.07 in
Radius of Gyrations about Y-Yry4.27 in
Moment of Inertia about X-XIx5440 in4
Moment of Intertia about Y-YIy1990 in4
Elastic Section Modulus about X-XSx607 in3
Elastic Section Modulus about Y-YSy241 in3
Plastic Section Modulus about X-XZx736 in3
Plastic Section Modulus about Y-YZy370 in3
St. Venant Torsional ConstantJ222 in4
Warping Torsion ConstantCw116000 in6
Self Weight of sectionWeight370 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW14X370
Cross Sectional AreaA70322 mm2
Section Widthb419 mm
Section Depthd455 mm
Flange thicknesstf67.6 mm
Web thicknesstw42.2 mm
Radius of Gyration about X-Xrx180 mm
Radius of Gyrations about Y-Yry108 mm
Moment of Inertia about X-XIx2264000000 mm4
Moment of Intertia about Y-YIy828000000 mm4
Elastic Section Modulus about X-XSx9947000 mm3
Elastic Section Modulus about Y-YSy3949000 mm3
Plastic Section Modulus about X-XZx12061000 mm3
Plastic Section Modulus about Y-YZy6063000 mm3
St. Venant Torsional ConstantJ92403000 mm4
Warping Torsion ConstantCw31150000000000 mm6
Self Weight of sectionWeight551 kg/m

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

A W14X370 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 370 lb/ft and has a cross sectional area of 109 in2. The height and width of the section are 17.9 in and 16.5 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