Structural sectional properties for a W24X76 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X76 |
Cross Sectional Area | A | 22.4 in2 |
Section Width | b | 8.99 in |
Section Depth | d | 23.9 in |
Flange thickness | tf | 0.68 in |
Web thickness | tw | 0.44 in |
Radius of Gyration about X-X | rx | 9.69 in |
Radius of Gyrations about Y-Y | ry | 1.92 in |
Moment of Inertia about X-X | Ix | 2100 in4 |
Moment of Intertia about Y-Y | Iy | 82.5 in4 |
Elastic Section Modulus about X-X | Sx | 176 in3 |
Elastic Section Modulus about Y-Y | Sy | 18.4 in3 |
Plastic Section Modulus about X-X | Zx | 200 in3 |
Plastic Section Modulus about Y-Y | Zy | 28.6 in3 |
St. Venant Torsional Constant | J | 2.68 in4 |
Warping Torsion Constant | Cw | 11100 in6 |
Self Weight of section | Weight | 76 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X76 |
Cross Sectional Area | A | 14452 mm2 |
Section Width | b | 228 mm |
Section Depth | d | 607 mm |
Flange thickness | tf | 17.3 mm |
Web thickness | tw | 11.2 mm |
Radius of Gyration about X-X | rx | 246 mm |
Radius of Gyrations about Y-Y | ry | 49 mm |
Moment of Inertia about X-X | Ix | 874000000 mm4 |
Moment of Intertia about Y-Y | Iy | 34000000 mm4 |
Elastic Section Modulus about X-X | Sx | 2884000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 302000 mm3 |
Plastic Section Modulus about X-X | Zx | 3277000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 469000 mm3 |
St. Venant Torsional Constant | J | 1116000 mm4 |
Warping Torsion Constant | Cw | 2981000000000 mm6 |
Self Weight of section | Weight | 113 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X76 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 76 lb/ft and has a cross sectional area of 22.4 in2. The height and width of the section are 23.9 in and 8.99 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: