Dimensions and section properties for W14X43
Structural sectional properties for a W14X43 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X43 |
| Cross Sectional Area | A | 12.6 in2 |
| Section Width | b | 8 in |
| Section Depth | d | 13.7 in |
| Flange thickness | tf | 0.53 in |
| Web thickness | tw | 0.305 in |
| Radius of Gyration about X-X | rx | 5.82 in |
| Radius of Gyrations about Y-Y | ry | 1.89 in |
| Moment of Inertia about X-X | Ix | 428 in4 |
| Moment of Intertia about Y-Y | Iy | 45.2 in4 |
| Elastic Section Modulus about X-X | Sx | 62.6 in3 |
| Elastic Section Modulus about Y-Y | Sy | 11.3 in3 |
| Plastic Section Modulus about X-X | Zx | 69.6 in3 |
| Plastic Section Modulus about Y-Y | Zy | 17.3 in3 |
| St. Venant Torsional Constant | J | 1.05 in4 |
| Warping Torsion Constant | Cw | 1950 in6 |
| Self Weight of section | Weight | 43 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X43 |
| Cross Sectional Area | A | 8129 mm2 |
| Section Width | b | 203 mm |
| Section Depth | d | 348 mm |
| Flange thickness | tf | 13.5 mm |
| Web thickness | tw | 7.7 mm |
| Radius of Gyration about X-X | rx | 148 mm |
| Radius of Gyrations about Y-Y | ry | 48 mm |
| Moment of Inertia about X-X | Ix | 178000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 19000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1026000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 185000 mm3 |
| Plastic Section Modulus about X-X | Zx | 1141000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 283000 mm3 |
| St. Venant Torsional Constant | J | 437000 mm4 |
| Warping Torsion Constant | Cw | 524000000000 mm6 |
| Self Weight of section | Weight | 64 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X43 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 13.7 in (348 mm) and 8 in (203 mm) respectively. It weighs 43 lb/ft (64 kg/m) and has a cross sectional area of 12.6 in2 (8129 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