Dimensions and section properties for W14X730
Structural sectional properties for a W14X730 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X730 |
| Cross Sectional Area | A | 215 in2 |
| Section Width | b | 17.9 in |
| Section Depth | d | 22.4 in |
| Flange thickness | tf | 4.91 in |
| Web thickness | tw | 3.07 in |
| Radius of Gyration about X-X | rx | 8.17 in |
| Radius of Gyrations about Y-Y | ry | 4.69 in |
| Moment of Inertia about X-X | Ix | 14300 in4 |
| Moment of Intertia about Y-Y | Iy | 4720 in4 |
| Elastic Section Modulus about X-X | Sx | 1280 in3 |
| Elastic Section Modulus about Y-Y | Sy | 527 in3 |
| Plastic Section Modulus about X-X | Zx | 1660 in3 |
| Plastic Section Modulus about Y-Y | Zy | 816 in3 |
| St. Venant Torsional Constant | J | 1450 in4 |
| Warping Torsion Constant | Cw | 362000 in6 |
| Self Weight of section | Weight | 730 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X730 |
| Cross Sectional Area | A | 138709 mm2 |
| Section Width | b | 455 mm |
| Section Depth | d | 569 mm |
| Flange thickness | tf | 124.7 mm |
| Web thickness | tw | 78 mm |
| Radius of Gyration about X-X | rx | 208 mm |
| Radius of Gyrations about Y-Y | ry | 119 mm |
| Moment of Inertia about X-X | Ix | 5952000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 1965000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 20975000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 8636000 mm3 |
| Plastic Section Modulus about X-X | Zx | 27203000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 13372000 mm3 |
| St. Venant Torsional Constant | J | 603536000 mm4 |
| Warping Torsion Constant | Cw | 97210000000000 mm6 |
| Self Weight of section | Weight | 1086 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X730 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 730 lb/ft and has a cross sectional area of 215 in2. The height and width of the section are 22.4 in and 17.9 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
Calcs.app