Structural sectional properties for a W24X335 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X335 |
Cross Sectional Area | A | 98.3 in2 |
Section Width | b | 13.5 in |
Section Depth | d | 27.5 in |
Flange thickness | tf | 2.48 in |
Web thickness | tw | 1.38 in |
Radius of Gyration about X-X | rx | 11 in |
Radius of Gyrations about Y-Y | ry | 3.23 in |
Moment of Inertia about X-X | Ix | 11900 in4 |
Moment of Intertia about Y-Y | Iy | 1030 in4 |
Elastic Section Modulus about X-X | Sx | 864 in3 |
Elastic Section Modulus about Y-Y | Sy | 152 in3 |
Plastic Section Modulus about X-X | Zx | 1020 in3 |
Plastic Section Modulus about Y-Y | Zy | 238 in3 |
St. Venant Torsional Constant | J | 152 in4 |
Warping Torsion Constant | Cw | 161000 in6 |
Self Weight of section | Weight | 335 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X335 |
Cross Sectional Area | A | 63419 mm2 |
Section Width | b | 343 mm |
Section Depth | d | 699 mm |
Flange thickness | tf | 63 mm |
Web thickness | tw | 35.1 mm |
Radius of Gyration about X-X | rx | 279 mm |
Radius of Gyrations about Y-Y | ry | 82 mm |
Moment of Inertia about X-X | Ix | 4953000000 mm4 |
Moment of Intertia about Y-Y | Iy | 429000000 mm4 |
Elastic Section Modulus about X-X | Sx | 14158000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2491000 mm3 |
Plastic Section Modulus about X-X | Zx | 16715000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 3900000 mm3 |
St. Venant Torsional Constant | J | 63267000 mm4 |
Warping Torsion Constant | Cw | 43234000000000 mm6 |
Self Weight of section | Weight | 499 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X335 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 335 lb/ft and has a cross sectional area of 98.3 in2. The height and width of the section are 27.5 in and 13.5 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: