Structural sectional properties for a W14X233 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X233 |
Cross Sectional Area | A | 68.5 in2 |
Section Width | b | 15.9 in |
Section Depth | d | 16 in |
Flange thickness | tf | 1.72 in |
Web thickness | tw | 1.07 in |
Radius of Gyration about X-X | rx | 6.63 in |
Radius of Gyrations about Y-Y | ry | 4.1 in |
Moment of Inertia about X-X | Ix | 3010 in4 |
Moment of Intertia about Y-Y | Iy | 1150 in4 |
Elastic Section Modulus about X-X | Sx | 375 in3 |
Elastic Section Modulus about Y-Y | Sy | 145 in3 |
Plastic Section Modulus about X-X | Zx | 436 in3 |
Plastic Section Modulus about Y-Y | Zy | 221 in3 |
St. Venant Torsional Constant | J | 59.5 in4 |
Warping Torsion Constant | Cw | 59000 in6 |
Self Weight of section | Weight | 233 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W14X233 |
Cross Sectional Area | A | 44193 mm2 |
Section Width | b | 404 mm |
Section Depth | d | 406 mm |
Flange thickness | tf | 43.7 mm |
Web thickness | tw | 27.2 mm |
Radius of Gyration about X-X | rx | 168 mm |
Radius of Gyrations about Y-Y | ry | 104 mm |
Moment of Inertia about X-X | Ix | 1253000000 mm4 |
Moment of Intertia about Y-Y | Iy | 479000000 mm4 |
Elastic Section Modulus about X-X | Sx | 6145000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2376000 mm3 |
Plastic Section Modulus about X-X | Zx | 7145000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 3622000 mm3 |
St. Venant Torsional Constant | J | 24766000 mm4 |
Warping Torsion Constant | Cw | 15844000000000 mm6 |
Self Weight of section | Weight | 347 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X233 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 233 lb/ft and has a cross sectional area of 68.5 in2. The height and width of the section are 16 in and 15.9 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: