Dimensions and section properties for W14X26
Structural sectional properties for a W14X26 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X26 |
| Cross Sectional Area | A | 7.69 in2 |
| Section Width | b | 5.03 in |
| Section Depth | d | 13.9 in |
| Flange thickness | tf | 0.42 in |
| Web thickness | tw | 0.255 in |
| Radius of Gyration about X-X | rx | 5.65 in |
| Radius of Gyrations about Y-Y | ry | 1.08 in |
| Moment of Inertia about X-X | Ix | 245 in4 |
| Moment of Intertia about Y-Y | Iy | 8.91 in4 |
| Elastic Section Modulus about X-X | Sx | 35.3 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.55 in3 |
| Plastic Section Modulus about X-X | Zx | 40.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.54 in3 |
| St. Venant Torsional Constant | J | 0.358 in4 |
| Warping Torsion Constant | Cw | 405 in6 |
| Self Weight of section | Weight | 26 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X26 |
| Cross Sectional Area | A | 4961 mm2 |
| Section Width | b | 128 mm |
| Section Depth | d | 353 mm |
| Flange thickness | tf | 10.7 mm |
| Web thickness | tw | 6.5 mm |
| Radius of Gyration about X-X | rx | 144 mm |
| Radius of Gyrations about Y-Y | ry | 27 mm |
| Moment of Inertia about X-X | Ix | 102000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 4000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 578000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 58000 mm3 |
| Plastic Section Modulus about X-X | Zx | 659000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 91000 mm3 |
| St. Venant Torsional Constant | J | 149000 mm4 |
| Warping Torsion Constant | Cw | 109000000000 mm6 |
| Self Weight of section | Weight | 39 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X26 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 26 lb/ft and has a cross sectional area of 7.69 in2. The height and width of the section are 13.9 in and 5.03 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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