Dimensions and section properties for W14X665
Structural sectional properties for a W14X665 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X665 |
| Cross Sectional Area | A | 196 in2 |
| Section Width | b | 17.7 in |
| Section Depth | d | 21.6 in |
| Flange thickness | tf | 4.52 in |
| Web thickness | tw | 2.83 in |
| Radius of Gyration about X-X | rx | 7.98 in |
| Radius of Gyrations about Y-Y | ry | 4.62 in |
| Moment of Inertia about X-X | Ix | 12400 in4 |
| Moment of Intertia about Y-Y | Iy | 4170 in4 |
| Elastic Section Modulus about X-X | Sx | 1150 in3 |
| Elastic Section Modulus about Y-Y | Sy | 472 in3 |
| Plastic Section Modulus about X-X | Zx | 1480 in3 |
| Plastic Section Modulus about Y-Y | Zy | 730 in3 |
| St. Venant Torsional Constant | J | 1120 in4 |
| Warping Torsion Constant | Cw | 305000 in6 |
| Self Weight of section | Weight | 665 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X665 |
| Cross Sectional Area | A | 126451 mm2 |
| Section Width | b | 450 mm |
| Section Depth | d | 549 mm |
| Flange thickness | tf | 114.8 mm |
| Web thickness | tw | 71.9 mm |
| Radius of Gyration about X-X | rx | 203 mm |
| Radius of Gyrations about Y-Y | ry | 117 mm |
| Moment of Inertia about X-X | Ix | 5161000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 1736000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 18845000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 7735000 mm3 |
| Plastic Section Modulus about X-X | Zx | 24253000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 11963000 mm3 |
| St. Venant Torsional Constant | J | 466179000 mm4 |
| Warping Torsion Constant | Cw | 81903000000000 mm6 |
| Self Weight of section | Weight | 990 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X665 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 665 lb/ft and has a cross sectional area of 196 in2. The height and width of the section are 21.6 in and 17.7 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
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