Dimensions and section properties for W14X61
Structural sectional properties for a W14X61 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X61 |
| Cross Sectional Area | A | 17.9 in2 |
| Section Width | b | 10 in |
| Section Depth | d | 13.9 in |
| Flange thickness | tf | 0.645 in |
| Web thickness | tw | 0.375 in |
| Radius of Gyration about X-X | rx | 5.98 in |
| Radius of Gyrations about Y-Y | ry | 2.45 in |
| Moment of Inertia about X-X | Ix | 640 in4 |
| Moment of Intertia about Y-Y | Iy | 107 in4 |
| Elastic Section Modulus about X-X | Sx | 92.1 in3 |
| Elastic Section Modulus about Y-Y | Sy | 21.5 in3 |
| Plastic Section Modulus about X-X | Zx | 102 in3 |
| Plastic Section Modulus about Y-Y | Zy | 32.8 in3 |
| St. Venant Torsional Constant | J | 2.19 in4 |
| Warping Torsion Constant | Cw | 4710 in6 |
| Self Weight of section | Weight | 61 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X61 |
| Cross Sectional Area | A | 11548 mm2 |
| Section Width | b | 254 mm |
| Section Depth | d | 353 mm |
| Flange thickness | tf | 16.4 mm |
| Web thickness | tw | 9.5 mm |
| Radius of Gyration about X-X | rx | 152 mm |
| Radius of Gyrations about Y-Y | ry | 62 mm |
| Moment of Inertia about X-X | Ix | 266000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 45000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1509000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 352000 mm3 |
| Plastic Section Modulus about X-X | Zx | 1671000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 537000 mm3 |
| St. Venant Torsional Constant | J | 912000 mm4 |
| Warping Torsion Constant | Cw | 1265000000000 mm6 |
| Self Weight of section | Weight | 91 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X61 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 13.9 in (353 mm) and 10 in (254 mm) respectively. It weighs 61 lb/ft (91 kg/m) and has a cross sectional area of 17.9 in2 (11548 mm2).
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