Structural sectional properties for a W30X124 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X124 |
Cross Sectional Area | A | 36.5 in2 |
Section Width | b | 10.5 in |
Section Depth | d | 30.2 in |
Flange thickness | tf | 0.93 in |
Web thickness | tw | 0.585 in |
Radius of Gyration about X-X | rx | 12.1 in |
Radius of Gyrations about Y-Y | ry | 2.23 in |
Moment of Inertia about X-X | Ix | 5360 in4 |
Moment of Intertia about Y-Y | Iy | 181 in4 |
Elastic Section Modulus about X-X | Sx | 355 in3 |
Elastic Section Modulus about Y-Y | Sy | 34.4 in3 |
Plastic Section Modulus about X-X | Zx | 408 in3 |
Plastic Section Modulus about Y-Y | Zy | 54 in3 |
St. Venant Torsional Constant | J | 7.99 in4 |
Warping Torsion Constant | Cw | 38600 in6 |
Self Weight of section | Weight | 124 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W30X124 |
Cross Sectional Area | A | 23548 mm2 |
Section Width | b | 267 mm |
Section Depth | d | 767 mm |
Flange thickness | tf | 23.6 mm |
Web thickness | tw | 14.9 mm |
Radius of Gyration about X-X | rx | 307 mm |
Radius of Gyrations about Y-Y | ry | 57 mm |
Moment of Inertia about X-X | Ix | 2231000000 mm4 |
Moment of Intertia about Y-Y | Iy | 75000000 mm4 |
Elastic Section Modulus about X-X | Sx | 5817000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 564000 mm3 |
Plastic Section Modulus about X-X | Zx | 6686000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 885000 mm3 |
St. Venant Torsional Constant | J | 3326000 mm4 |
Warping Torsion Constant | Cw | 10365000000000 mm6 |
Self Weight of section | Weight | 185 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W30X124 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 124 lb/ft and has a cross sectional area of 36.5 in2. The height and width of the section are 30.2 in and 10.5 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: