Structural sectional properties for a W14X43 standard steel section
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 |
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. It weighs 43 lb/ft and has a cross sectional area of 12.6 in2. The height and width of the section are 13.7 in and 8 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: