Dimensions and section properties for W14X193
Structural sectional properties for a W14X193 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X193 |
| Cross Sectional Area | A | 56.8 in2 |
| Section Width | b | 15.7 in |
| Section Depth | d | 15.5 in |
| Flange thickness | tf | 1.44 in |
| Web thickness | tw | 0.89 in |
| Radius of Gyration about X-X | rx | 6.5 in |
| Radius of Gyrations about Y-Y | ry | 4.05 in |
| Moment of Inertia about X-X | Ix | 2400 in4 |
| Moment of Intertia about Y-Y | Iy | 931 in4 |
| Elastic Section Modulus about X-X | Sx | 310 in3 |
| Elastic Section Modulus about Y-Y | Sy | 119 in3 |
| Plastic Section Modulus about X-X | Zx | 355 in3 |
| Plastic Section Modulus about Y-Y | Zy | 180 in3 |
| St. Venant Torsional Constant | J | 34.8 in4 |
| Warping Torsion Constant | Cw | 45900 in6 |
| Self Weight of section | Weight | 193 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X193 |
| Cross Sectional Area | A | 36645 mm2 |
| Section Width | b | 399 mm |
| Section Depth | d | 394 mm |
| Flange thickness | tf | 36.6 mm |
| Web thickness | tw | 22.6 mm |
| Radius of Gyration about X-X | rx | 165 mm |
| Radius of Gyrations about Y-Y | ry | 103 mm |
| Moment of Inertia about X-X | Ix | 999000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 388000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 5080000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1950000 mm3 |
| Plastic Section Modulus about X-X | Zx | 5817000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 2950000 mm3 |
| St. Venant Torsional Constant | J | 14485000 mm4 |
| Warping Torsion Constant | Cw | 12326000000000 mm6 |
| Self Weight of section | Weight | 287 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X193 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 15.5 in (394 mm) and 15.7 in (399 mm) respectively. It weighs 193 lb/ft (287 kg/m) and has a cross sectional area of 56.8 in2 (36645 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:
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