Dimensions and section properties for W14X605
Structural sectional properties for a W14X605 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X605 |
| Cross Sectional Area | A | 178 in2 |
| Section Width | b | 17.4 in |
| Section Depth | d | 20.9 in |
| Flange thickness | tf | 4.16 in |
| Web thickness | tw | 2.6 in |
| Radius of Gyration about X-X | rx | 7.8 in |
| Radius of Gyrations about Y-Y | ry | 4.55 in |
| Moment of Inertia about X-X | Ix | 10800 in4 |
| Moment of Intertia about Y-Y | Iy | 3680 in4 |
| Elastic Section Modulus about X-X | Sx | 1040 in3 |
| Elastic Section Modulus about Y-Y | Sy | 423 in3 |
| Plastic Section Modulus about X-X | Zx | 1320 in3 |
| Plastic Section Modulus about Y-Y | Zy | 652 in3 |
| St. Venant Torsional Constant | J | 869 in4 |
| Warping Torsion Constant | Cw | 258000 in6 |
| Self Weight of section | Weight | 605 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X605 |
| Cross Sectional Area | A | 114838 mm2 |
| Section Width | b | 442 mm |
| Section Depth | d | 531 mm |
| Flange thickness | tf | 105.7 mm |
| Web thickness | tw | 66 mm |
| Radius of Gyration about X-X | rx | 198 mm |
| Radius of Gyrations about Y-Y | ry | 116 mm |
| Moment of Inertia about X-X | Ix | 4495000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 1532000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 17043000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 6932000 mm3 |
| Plastic Section Modulus about X-X | Zx | 21631000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 10684000 mm3 |
| St. Venant Torsional Constant | J | 361705000 mm4 |
| Warping Torsion Constant | Cw | 69282000000000 mm6 |
| Self Weight of section | Weight | 900 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X605 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 605 lb/ft and has a cross sectional area of 178 in2. The height and width of the section are 20.9 in and 17.4 in respectively.
The section has a tensile yield capacity of:
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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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