Structural sectional properties for a W30X292 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X292 |
Cross Sectional Area | A | 86 in2 |
Section Width | b | 15.3 in |
Section Depth | d | 32 in |
Flange thickness | tf | 1.85 in |
Web thickness | tw | 1.02 in |
Radius of Gyration about X-X | rx | 13.2 in |
Radius of Gyrations about Y-Y | ry | 3.58 in |
Moment of Inertia about X-X | Ix | 14900 in4 |
Moment of Intertia about Y-Y | Iy | 1100 in4 |
Elastic Section Modulus about X-X | Sx | 930 in3 |
Elastic Section Modulus about Y-Y | Sy | 144 in3 |
Plastic Section Modulus about X-X | Zx | 1060 in3 |
Plastic Section Modulus about Y-Y | Zy | 223 in3 |
St. Venant Torsional Constant | J | 75.2 in4 |
Warping Torsion Constant | Cw | 250000 in6 |
Self Weight of section | Weight | 292 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X292 |
Cross Sectional Area | A | 55484 mm2 |
Section Width | b | 389 mm |
Section Depth | d | 813 mm |
Flange thickness | tf | 47 mm |
Web thickness | tw | 25.9 mm |
Radius of Gyration about X-X | rx | 335 mm |
Radius of Gyrations about Y-Y | ry | 91 mm |
Moment of Inertia about X-X | Ix | 6202000000 mm4 |
Moment of Intertia about Y-Y | Iy | 458000000 mm4 |
Elastic Section Modulus about X-X | Sx | 15240000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 2360000 mm3 |
Plastic Section Modulus about X-X | Zx | 17370000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 3654000 mm3 |
St. Venant Torsional Constant | J | 31301000 mm4 |
Warping Torsion Constant | Cw | 67134000000000 mm6 |
Self Weight of section | Weight | 435 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X292 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 292 lb/ft and has a cross sectional area of 86 in2. The height and width of the section are 32 in and 15.3 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: