Structural sectional properties for a W24X250 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X250 |
Cross Sectional Area | A | 73.5 in2 |
Section Width | b | 13.2 in |
Section Depth | d | 26.3 in |
Flange thickness | tf | 1.89 in |
Web thickness | tw | 1.04 in |
Radius of Gyration about X-X | rx | 10.7 in |
Radius of Gyrations about Y-Y | ry | 3.14 in |
Moment of Inertia about X-X | Ix | 8490 in4 |
Moment of Intertia about Y-Y | Iy | 724 in4 |
Elastic Section Modulus about X-X | Sx | 644 in3 |
Elastic Section Modulus about Y-Y | Sy | 110 in3 |
Plastic Section Modulus about X-X | Zx | 744 in3 |
Plastic Section Modulus about Y-Y | Zy | 171 in3 |
St. Venant Torsional Constant | J | 66.6 in4 |
Warping Torsion Constant | Cw | 108000 in6 |
Self Weight of section | Weight | 250 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X250 |
Cross Sectional Area | A | 47419 mm2 |
Section Width | b | 335 mm |
Section Depth | d | 668 mm |
Flange thickness | tf | 48 mm |
Web thickness | tw | 26.4 mm |
Radius of Gyration about X-X | rx | 272 mm |
Radius of Gyrations about Y-Y | ry | 80 mm |
Moment of Inertia about X-X | Ix | 3534000000 mm4 |
Moment of Intertia about Y-Y | Iy | 301000000 mm4 |
Elastic Section Modulus about X-X | Sx | 10553000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1803000 mm3 |
Plastic Section Modulus about X-X | Zx | 12192000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2802000 mm3 |
St. Venant Torsional Constant | J | 27721000 mm4 |
Warping Torsion Constant | Cw | 29002000000000 mm6 |
Self Weight of section | Weight | 372 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X250 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 250 lb/ft and has a cross sectional area of 73.5 in2. The height and width of the section are 26.3 in and 13.2 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: