Structural sectional properties for a W30X90 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X90 |
Cross Sectional Area | A | 26.3 in2 |
Section Width | b | 10.4 in |
Section Depth | d | 29.5 in |
Flange thickness | tf | 0.61 in |
Web thickness | tw | 0.47 in |
Radius of Gyration about X-X | rx | 11.7 in |
Radius of Gyrations about Y-Y | ry | 2.09 in |
Moment of Inertia about X-X | Ix | 3610 in4 |
Moment of Intertia about Y-Y | Iy | 115 in4 |
Elastic Section Modulus about X-X | Sx | 245 in3 |
Elastic Section Modulus about Y-Y | Sy | 22.1 in3 |
Plastic Section Modulus about X-X | Zx | 283 in3 |
Plastic Section Modulus about Y-Y | Zy | 34.7 in3 |
St. Venant Torsional Constant | J | 2.84 in4 |
Warping Torsion Constant | Cw | 24000 in6 |
Self Weight of section | Weight | 90 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X90 |
Cross Sectional Area | A | 16968 mm2 |
Section Width | b | 264 mm |
Section Depth | d | 749 mm |
Flange thickness | tf | 15.5 mm |
Web thickness | tw | 11.9 mm |
Radius of Gyration about X-X | rx | 297 mm |
Radius of Gyrations about Y-Y | ry | 53 mm |
Moment of Inertia about X-X | Ix | 1503000000 mm4 |
Moment of Intertia about Y-Y | Iy | 48000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4015000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 362000 mm3 |
Plastic Section Modulus about X-X | Zx | 4638000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 569000 mm3 |
St. Venant Torsional Constant | J | 1182000 mm4 |
Warping Torsion Constant | Cw | 6445000000000 mm6 |
Self Weight of section | Weight | 134 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X90 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 90 lb/ft and has a cross sectional area of 26.3 in2. The height and width of the section are 29.5 in and 10.4 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: