Structural sectional properties for a W24X103 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X103 |
Cross Sectional Area | A | 30.3 in2 |
Section Width | b | 9 in |
Section Depth | d | 24.5 in |
Flange thickness | tf | 0.98 in |
Web thickness | tw | 0.55 in |
Radius of Gyration about X-X | rx | 10 in |
Radius of Gyrations about Y-Y | ry | 1.99 in |
Moment of Inertia about X-X | Ix | 3000 in4 |
Moment of Intertia about Y-Y | Iy | 119 in4 |
Elastic Section Modulus about X-X | Sx | 245 in3 |
Elastic Section Modulus about Y-Y | Sy | 26.5 in3 |
Plastic Section Modulus about X-X | Zx | 280 in3 |
Plastic Section Modulus about Y-Y | Zy | 41.5 in3 |
St. Venant Torsional Constant | J | 7.07 in4 |
Warping Torsion Constant | Cw | 16600 in6 |
Self Weight of section | Weight | 103 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X103 |
Cross Sectional Area | A | 19548 mm2 |
Section Width | b | 229 mm |
Section Depth | d | 622 mm |
Flange thickness | tf | 24.9 mm |
Web thickness | tw | 14 mm |
Radius of Gyration about X-X | rx | 254 mm |
Radius of Gyrations about Y-Y | ry | 51 mm |
Moment of Inertia about X-X | Ix | 1249000000 mm4 |
Moment of Intertia about Y-Y | Iy | 50000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4015000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 434000 mm3 |
Plastic Section Modulus about X-X | Zx | 4588000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 680000 mm3 |
St. Venant Torsional Constant | J | 2943000 mm4 |
Warping Torsion Constant | Cw | 4458000000000 mm6 |
Self Weight of section | Weight | 153 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X103 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 103 lb/ft and has a cross sectional area of 30.3 in2. The height and width of the section are 24.5 in and 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: